工程管理——专业英语课程设计
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大学英语课程设计一、课程设置(一)课程定位1.课程性质:大学英语课程是我院各非英语专业开设的必修公共基础课,是一门理论(含实践)课,分基础英语阶段和行业英语阶段。
第一至第三学期开设,128学时,8学分。
其中第一、第二学期为基础英语阶段,96学时6学分,第三学期为行业英语阶段,32学时,2学分。
2.课程作用:大学英语课程培养学生实际应用英语的能力,侧重培养职场环境下语言交际能力,使学生逐步提高用英语进行交流与沟通的能力。
同时,大学英语课程使学生掌握有效的英语学习方法和策略,培养学生的学习兴趣和自主学习能力,提高学生的综合文化素养和跨文化交际意识,为提升学生的就业竞争力及未来的可持续发展打下必要的基础。
(二)课程目标1.知识目标:(1)掌握3500个英语单词以及由这些词构成的常用词组,能在口头和书面表达时加以熟练运用。
另需掌握500个与行业相关的常见英语词汇。
(2)能在职场交际中熟练运用所学语法知识。
2.能力目标:(1)能听懂日常生活用语和与未来职业相关的一般性对话或陈述。
(2)能就日常话题和与未来职业相关的话题进行比较有效的交谈。
(3)能读懂一般题材和与未来职业相关的英文材料,理解基本正确。
(4)能就一般性话题写命题作文,能模拟套写与未来职业相关的应用文,如信函、通知、个人简历等。
内容基本完整,表达基本准确,语义连贯。
(5)能通过全国高等学校英语应用能力考试(A级)。
3.素质目标:(1)具备较强的英语自主学习能力、跨文化交际意识和较高的综合文化素养。
(2)具备专业培养目标中相关专业素质。
(三)课程设计:1.设计理念:本课程基于教育部《高等职业教育英语课程教学要求(试行)》和各非英语专业人才培养目标,培养学生英语应用能力职业发展能力,采取分段式设计,模块化组织、立体化教学的课程设计理念。
2.设计思路(1)分段式设计:将学生在校期间的英语学习过程分为两个阶段:基础英语阶段即学生的英语综合技能发展阶段(Phase 1: Core Skills Development)和行业英语阶段即学生的职业专门技能发展阶段(Phase 2: Specialized Skills Development)。
《工程造价专业英语》课程教学大纲课程名称:《工程造价专业英语》课程编码:暂空英文名称:Special English in construction cost总学时:30 学分:2适应层次:本科、专科专业英语学习开课学期:第四学期适用专业:工程造价(半脱产)课程类别:理论课程性质:专业拓展课先修课程:计价与控制建筑工程招投标与合同管理工程建设法规与案例学习形式:课堂多媒体教学一、课程性质及目的(一)课程性质本课程为工程造价文科专业拓展课。
本课程主要讲述工程造价专业相关理论的英语表述方法,并结合新的科技文献开拓学生视野,从而使学生掌握专业文献的特点及常用词汇以及相关的工程造价知识在专业英语中如何描述,使学生基本能够阅读和翻译本专业各种体裁的英文文献,具备初步的英文文献写作能力。
(二)课程目的通过对本课程的学习,目的是使使学生掌握专业文献的特点及常用词汇以及相关的工程造价知识在专业英语中如何描述,使学生基本能够阅读和翻译本专业各种体裁的英文文献,具备初步的英文文献写作能力。
教学目标:1.基础知识目标了解工程造价专业英语的特点;掌握工程造价专业英语的学习方法和翻译技巧;熟悉工程造价专业英语单词、句子成分、词类转化、词序转变、被动语态、后置定语、长句的翻译法及握撰写英文摘要的方法和技巧。
2.能力训练目标能运用所学习知识顺利阅读专业英语文章,初步具备阅读和翻译专业外文文献的能力。
3.个性品质目标培养学生专业外语的兴趣,积极了解专业知识的最新国外动态,主动拓展所学专业学科知识的能力。
二、课程内容及学习方法(一)课程内容序号教学内容内容要点教学标准一绪论1 工程造价专业英语的特点;2工程造价专业英语的学习方法和翻译技巧概述;3学习工程造价专业英语的目的和要求。
1.了解工程造价专业英语的特点;2.掌握工程造价专业英语的学习方法和翻译技巧。
二专业英语翻译法1 单词的翻译法2 词类转化的翻译法3 句子成分转化的翻译法4 词序转变的翻译法5 被动语态的翻译法6 后置定语的翻译法7 长句的翻译法1.了解词类转化、词序转变、被动语态、后置定语、长句的翻译法;2.熟悉并掌握工程造价专业英语单词、句子成分。
工程硕士专业英语摘要:一、引言1.工程硕士专业英语的重要性2.我国工程硕士专业英语教育现状二、工程硕士专业英语的课程设置1.课程目标和培养要求2.课程内容和教学方法三、工程硕士专业英语的教学策略1.提高教师的专业素质2.创设真实的语言环境3.注重实践能力的培养四、工程硕士专业英语的实践应用1.学术交流与国际合作2.工程技术文档的撰写3.专业英语在实际工程项目中的应用五、提高工程硕士专业英语水平的建议1.增加实践环节2.加强与其他国家和地区工程硕士的交流与合作3.提高学生的自主学习能力正文:工程硕士专业英语是一门针对工程硕士研究生的专业英语课程,旨在提高学生在工程技术领域的英语应用能力。
随着我国工程技术领域的快速发展,对于工程硕士专业英语的需求也越来越大。
然而,目前我国工程硕士专业英语教育仍存在一些问题,需要我们从课程设置、教学策略和实践应用等方面进行改革和创新。
首先,在课程设置方面,工程硕士专业英语应注重课程目标和培养要求的明确性,确保学生能够掌握一定的专业英语词汇和表达,熟练阅读和撰写工程技术文档。
同时,课程内容和教学方法也应不断创新,引入实际工程项目案例,提高学生的学习兴趣和实际操作能力。
其次,在教学策略方面,提高教师的专业素质是关键。
教师应具备丰富的工程背景和英语教学经验,能够为学生提供专业、实用的教学内容。
此外,创设真实的语言环境也是提高学生英语应用能力的重要途径。
教师可以组织课堂讨论、模拟实际工程项目等教学活动,让学生在实际语境中运用英语。
再次,在实践应用方面,工程硕士专业英语应注重培养学生的实践能力。
学生应学会运用专业英语进行学术交流、国际合作以及撰写工程技术文档。
此外,学校还可以与企业合作,为学生提供实习和实践的机会,使他们在实际工程项目中锻炼英语能力。
最后,为提高工程硕士专业英语水平,我们应从增加实践环节、加强与其他国家和地区工程硕士的交流与合作以及提高学生的自主学习能力等方面着手。
课程设计英语一、教学目标本课程的教学目标是使学生掌握英语课程中第一单元的核心词汇和语法知识,能够听、说、读、写相关话题的简单句子;提高学生的英语交流能力,培养他们的跨文化交际意识;使学生了解英语在全球化背景下的作用,激发他们对英语学习的兴趣和自信心。
二、教学内容教学内容以人教版《新目标英语》第一册第五单元为例,主要内容包括:1.学习与理解第五单元的核心词汇:如family, friend, job等。
2.掌握并运用第五单元的基本语法:一般现在时态。
3.能够听懂、会说、会读、会写与家庭、朋友和职业相关的简单句子。
三、教学方法为了提高学生的学习兴趣和主动性,将采用以下教学方法:1.任务型教学法:通过完成小组任务,激发学生的学习兴趣,培养他们的合作精神。
2.情境教学法:通过模拟真实情境,让学生在实际语境中学习英语。
3.交际教学法:通过角色扮演、对话等方式,提高学生的英语交流能力。
四、教学资源教学资源包括:1.教材:人教版《新目标英语》第一册。
2.参考书:英语学习辅导书。
3.多媒体资料:相关话题的视频、音频资料。
4.实验设备:录音机、投影仪等。
教学资源将用于支持教学内容的学习,丰富学生的学习体验,提高教学效果。
五、教学评估本课程的评估方式包括以下几个方面:1.平时表现:通过课堂参与、小组讨论、问答等方式评估学生的平时表现。
2.作业:评估学生完成的练习册、作文、翻译等作业的质量。
3.考试:定期进行单元测试和期中考试,评估学生的学习成果。
评估方式应客观、公正,能够全面反映学生的学习成果。
通过评估,及时发现学生的不足,为学生提供有针对性的辅导,提高他们的学习效果。
六、教学安排本课程的教学安排如下:1.教学进度:按照教材的章节安排,逐步讲解和练习相关知识点。
2.教学时间:每个课时为45分钟,每周安排3个课时。
3.教学地点:教室。
教学安排应合理、紧凑,确保在有限的时间内完成教学任务。
同时,教学安排还应考虑学生的实际情况和需要,如学生的作息时间、兴趣爱好等。
《建筑工程专业英语》课程标准一、课程概述(一)课程定位《建筑工程专业英语》是建筑工程技术专业的一门专业基础课程。
其任务是使学生能够在学习了大学英语及专业课的基础上,初步了解土建类专业英语的写作特点,掌握必备的土建类专业英语词汇及术语,基本上能够借助工具书阅读土建类专业英语文章,在一定程度上掌握土建类专业英语的翻译技巧,为更好地从事本专业的工作打下较扎实的基础。
(二)先修后续课程本课程的先修课程为《大学英语》、《建筑材料》、《建筑力学》等专业基础课,该课程为本课程的学习打下良好的知识基础和理论论证。
本课程的后续课程为建筑工程技术的相关专业。
该课程的学习可为这些课程中涉及的建筑结构、建筑材料的选择等内容的知识学习和技能培养奠定良好的基础。
二、课程设计思路根据本课程的定位和后续课程的学习要求,《建筑工程专业英语》以培养学生的专业英语阅读能力为主要目标,内容涉及:建筑工程概论、建筑制图识图与CAD、建筑材料、建筑构造、建筑工程测量、建筑力学、建筑结构、建筑设备、建筑施工、建筑施工管理、建筑节能。
《建筑工程专业英语》既注重讲解土建类专业英语的知识,又介绍了有关土建类的专业知识。
为了有效的激发学生学习专业英语的自觉性和积极性,教师应灵活的采用启发式、研究式、讨论式等多种研究方法来组织课堂教学,进行听、说、读、写、译的综合训练。
充分发挥学生的积极性,培养他们发现问题、分析问题、解决问题的能力。
三、课程目标本课程应该使学生初步了解土建类专业英语的写作特点,掌握必备的土建类专业英语词汇及术语,基本上能够借助工具书阅读土建类专业英语文章,在一定程度上掌握土建类专业英语的翻译技巧,为更好地从事本专业的工作打下较扎实的基础。
具体目标如下:(一)能力目标1.能借助词典等工具阅读和翻译建筑工程技术专业相关的英文资料。
2.能在涉外交际的日常活动和业务活动中进行专业相关的简单口头和书面交流。
(二)知识目标1.掌握专业相关常用英语术语。
基于需求分析的英语专业综合英语课程设计摘要:综合英语课程是一门提倡英语综合应用能力的的英语课程。
以需求分析理论为指导,结合教学实际,通过对英语专业学生目标需求和学习需求两方面的分析,确定了英语专业综合英语课程的教学目标、课程设置、教学方法以及评价模式。
关键词:综合英语需求分析课程设计英语专业综合英语课程设计是根据目前我国高校英语专业的教学实际情况提出来的。
由于专业学生层次越来越多,外语水平参差不齐,情况越来越复杂,所引起的学习要求、学习方式、接受能力也有较大差异,这些情况给综合英语教学带来了新的压力,所以有必要根据社会和学生的需求,即重新进行需求分析,来设计综合英语课程,重新合理地设置课程,以满足学生不同的学习水平和学习目的的需要。
一、综合英语需求分析的必要性综合英语课程作为英语专业的特色课程,可以作为提高学生英语综合运用能力的工具,也可以作为师范生施展教学技能的演练场所,可谓是一箭双雕。
但多年以来,这门课程的另一个作用却被广大研究者所忽视,即它可以有效提高学生自主学习能力,在师范类院校中,这种学习能力又可以包括教学能力与英语应用能力,这两种能力的提高对于学生今后的事业发展以及成就都会产生重大影响,因此要格外重视。
戴炜栋先生指出,“英语人才的培养要进一步加强与社会需求的联系,注意点与面、质与量的有机结合。
根据社会的需要,因材施教,培养出不同层次水平、专业和种类的外语人才”。
[1]据统计,我国目前大学在校学生人数为3000 多万,这样庞大的学习者队伍分布在不同的区域,学习目标、学习条件、学习风格等都有巨大的差异。
显而易见,如果没有适时有效的学习需求分析,不实事求是的因材施教,要想有效地开展外语教学并达到预期的教学目标是不可能的。
[2]hutchinson和waters认为任何课程都基于对学习者需求分析之上。
在外语教学中,如果把课程学习比作是一次旅行,我们更多地考虑了起点和终点,但往往会忽视从起点到达终点的路径,即学习者的学习需求,比如语言本身、学习技能、学习策略和对目标语已有的认知等。
“3+2”对口贯通培养工程管理专业人才培养方案一、专业名称工程管理专业:Engineering Management Majors专业代码:120103二、培养目标培养德、智、体、美全面发展,对国家和社会有高度责任感,具备良好的科学文化素养。
掌握土木工程技术知识及与工程管理相关的管理、经济和法律等基础知识,具备较高的专业综合素质,较强的工程项目建设方案论证与决策、投资控制、招标投标和全过程项目管理的实践能力,具有职业道德、创新精神和国际视野,能在建筑工程领域从事全过程工程管理的应用型高级工程管理人才。
三、基本规格本专业培养的毕业生应具备以下几方面的知识和能力:1. 掌握建筑材料、房屋建筑构造、建筑力学、建筑结构、土木工程施工技术等土木工程技术知识及现代施工技术和施工组织管理方法;2. 掌握工程项目管理、工程项目合同管理等工程管理理论和方法;3. 掌握会计学原理、工程财务原理、工程经济等经济理论和方法;4. 掌握与工程有关的经济法、合同法、建设法规等法律法规;5. 具有综合应用各种手段查询资料、获取信息的初步能力;6. 具有熟练地运用计算机进行工程算量与计价、辅助解决工程管理问题的能力;7. 具备相关专业与领域工程管理类专业人员国家职业资格要求的理论知识;8. 具有较强的语言与文字表达能力和人际沟通能力,具备健康的品质和良好的社会适应能力。
四、学制与修业年限学制:2年;修业年限:2-4年五、授予学位工学学士六、专业核心课程工程经济学、工程项目管理、建筑工程计量与计价、建设项目投资与融资、工程造价管理、工程项目招投标与合同管理七、全学程时间分配八、毕业基本要求本专业学生在修完本方案所有课程并符合以下条件,准许毕业并获得相应规定的毕业证书;达到学位条例授予规定,授予工学学士学位。
九、课程设置与教学进程一览表456。
课程设计的英语一、教学目标本课程的教学目标是使学生掌握英语课程的基本知识,提高学生的英语听、说、读、写能力,培养学生的英语交际能力。
具体目标如下:1.知识目标:学生能够掌握本章节的基本单词、短语和语法点。
2.技能目标:学生能够听懂、会说、会读、会写本章节的相关内容。
3.情感态度价值观目标:通过学习英语,学生能够增强自信心,培养对英语学习的兴趣,提高跨文化交际的意识。
二、教学内容本课程的教学内容主要包括:1.单词和短语的学习:学生通过记忆和理解本章节的新单词和短语,丰富自己的词汇量。
2.语法点的掌握:学生能够理解并正确运用本章节所涉及的语法点。
3.阅读理解:学生通过阅读相关文章,提高阅读理解能力。
4.写作能力:学生能够根据题目要求,写出一篇完整的文章。
三、教学方法为了达到上述教学目标,我们将采用以下教学方法:1.讲授法:教师通过讲解单词、短语和语法点,帮助学生理解和记忆。
2.讨论法:教师引导学生进行小组讨论,促进学生之间的交流和合作。
3.案例分析法:教师通过分析典型例句,帮助学生理解和运用语法点。
4.实验法:教师学生进行听力、口语练习,提高学生的实际运用能力。
四、教学资源为了支持教学内容和教学方法的实施,我们将准备以下教学资源:1.教材:选用权威、实用的英语教材,为学生提供系统的学习资源。
2.参考书:提供相关参考书籍,丰富学生的知识体系。
3.多媒体资料:利用多媒体课件、视频等资源,激发学生的学习兴趣。
4.实验设备:提供必要的实验设备,如录音机、投影仪等,支持教学方法的实施。
五、教学评估为了全面、客观地评估学生的学习成果,我们将采取以下评估方式:1.平时表现:通过观察学生在课堂上的参与程度、发言情况等,了解学生的学习态度和实际水平。
2.作业:布置适量的作业,要求学生按时完成,通过作业的质量和完成情况评估学生的学习效果。
3.考试:定期进行考试,测试学生对知识的掌握程度和运用能力。
考试内容将涵盖本章节的所有知识点。
英语课程设计制作思路一、课程目标知识目标:通过本课程的学习,使学生掌握并运用英语课本中关于描述人物、事物和环境的重点词汇及基本语法结构;能够理解并复述课文中的故事情节,掌握故事发展的基本要素。
技能目标:培养学生运用英语进行有效沟通的能力,包括听、说、读、写四项基本技能;通过小组合作,提高学生的团队协作能力和解决问题的能力。
情感态度价值观目标:激发学生对英语学习的兴趣,培养积极主动的学习态度;通过学习不同文化背景下的故事,增强学生的跨文化交际意识,培养尊重和理解多元文化的价值观。
针对课程性质,本课程注重语言实践,将知识融入实际语境中,让学生在实际运用中巩固所学。
考虑到学生特点,本课程以生动有趣的故事为载体,激发学生的学习兴趣,同时注重培养学生的学习策略和思维能力。
在教学要求方面,课程强调语言知识的系统性和完整性,注重培养学生的语言综合运用能力,将目标分解为具体的学习成果,以便进行后续的教学设计和评估。
二、教学内容本课程以当前使用的英语教材为依据,结合课程目标,选择以下教学内容:1. 词汇:人物特征(如:funny, kind, tall, short等)、事物描述(如:big, small, round, square等)、环境描写(如:sunny, cloudy, noisy, quiet 等)。
2. 语法:一般现在时、一般过去时、一般将来时;情态动词can、may、must的用法。
3. 句型:描述人物、事物和环境的常用句型,如:“He/She is...”, “It is...”, “The weather is...”。
4. 课文:选取与人物、事物和环境相关的课文,如:故事、对话等形式。
教学大纲安排如下:第一周:学习词汇和语法,通过例句展示新词汇和语法结构,让学生在语境中理解并运用。
第二周:针对课文内容进行深入学习,分析课文中的重点句型和表达方式,进行模仿和实践。
第三周:开展小组活动,让学生运用所学词汇、语法和句型,编写小故事或进行角色扮演。
工程管理Engineering Management一、培养目标本专业培养德、智、体等方面全面发展,具备国际视野,具有由土木工程技术知识及与国内、国际工程管理相关的管理、经济和法律等基础知识和专业知识组成的系统的、开放性的知识结构,接受工程师基本训练,同时具备较强的专业综合素质与能力、实践能力、创新能力,具备健康的个性品质和良好的社会适应能力和强烈社会责任感,能够在国内外土木工程及其他工程领域进行工程决策和从事全过程工程管理与相关专业管理的高素质、复合型人才。
二、培养要求本专业学生主要学习工程建设中所必需的数学、力学和工程结构等方面的基本理论和基本知识,接受必要的工程规划设计、工程项目管理和科学研究方法的基本训练,掌握工程管理及其相关专业的勘测、规划、设计、施工、管理和科研等方面的基本技能。
具体要求如下:1、素质结构要求思想道德素质:有较强的法制意识和社会责任感,遵守社会公德,诚信为人,有协作精神,思想活跃、有进取心,有基本的政治把握能力和健全的人格。
文化素质:掌握一定的人文社科基础知识,有较好的文化素养和健康的人际交往意识。
专业素质:受到严格科学思维训练,有求实创新的意识和精神;有较强的工程意识、经济意识、环境意识和统筹全局的意识,有较好的综合分析问题的素养。
身心素质:有健康的体魄、良好的心理素质和生活习惯。
2、能力结构要求获取知识的能力:具有良好的自学习惯和能力,有较强的表达交流能力,有较强的应用网络、计算机等现代科技手段获取信息和知识的能力。
应用知识的能力:具有综合运用所掌握的理论知识和技能解决实际工程问题的能力,具备土木工程、工程项目管理等工程勘测、规划、设计、施工和管理的初步技能。
创新能力:具有较强的创造性思维能力、创新实验能力、科技开发能力和科学研究能力。
3、知识结构要求工具性知识:了解文献检索知识,能熟练运用中外文进行文献查阅;熟练掌握本专业科技论文及工程规划设计等技术文本的写作格式和要求;具有基本的计算机硬件知识,熟悉常用的计算机软件并能熟练操作计算机;能进行简单的语言交流,具备一定程度的写作与翻译能力。
目录Unit One About Engineering Economy第一单元关于工程经济Unit Two The Principles of Engineering Economy第二单元工程经济原理Unit Three Cost Concept第三单元成本概念Unit Four Time Value of Money第四单元金钱的时间价值Unit Five The Basic Methods of Engineering Economy 第五单元工程经济的基本方法Unit Six The Definition of a “Project”第六单元项目的定义Unit Seven Why Project Management?第七单元为什么要对项目进行管理?Unit Eight The Project Life Cycle第八单元项目的寿命周期Unit Nine The Project Manager第九单元项目经理Unit Ten Project Planning第十单元制订项目计划Unit Eleven Initial Project Coordination第十一单元开始的项目协调Unit Twelve Budgeting and Cost Estimation第十二单元预算和成本估算Unit Thirteen The Monitoring System of Project第十三单元项目监测系统Unit Fourteen Project Control第十四单元项目控制Unit Fifteen Conditions of Contract for Construction(Excerpts)第十五单元施工合同条件(节选)Unit One About Engineering EconomyEngineering economy——what is it, and why is it important? The initial reaction of many engineering students to these questions is “Money matters will be handled by someone else. It is not something I need to worry about.” In reality, any engineering project must be not only physically realizable, but also economically affordable. For example, a child's tricycle could be built with an aluminum frame or a composite frame. Some may argue that because the composite frame will be stronger and lighter, it is a better choice. However, there is not much of a market for thousand dollar tricycles! One might suggest that this argument is ridiculously simplistic and that common sense would dictate choosing aluminum for the framing material. Although the scenario is an exaggeration, it reinforces the idea that the economic factors of a design weigh heavily in the design process, and that engineering economy is an integral part of that process, regardless of the engineering discipline. Engineering, without economy, makes no sense at all.In broad terms, for an engineering design to be successful, it must be technically sound and produce benefits. These benefits must exceed the costs associated with the design in order for the design to enhance net value. The field of engineering economy is concerned with the systematic evaluation of the benefits and costs of projects involving engineering design and analysis. In other words, engineering economy quantifies the benefits and costs associated with engineering projects to determine whether they make (or save) enough money to warrant their capital investments. Thus, engineering economy requires the application of engineering design and analysis principles to provide goods and services that satisfy the consumer at an affordable cost. As we shall see, engineering economy is as relevant to the design engineer who considers material selection as it is to the chief executive officer whoapproves capital expenditures for new ventures.The technological and social environments in which we live continue to change at a rapid rate. In recent decades, advances in science and engineering have made space travel possible, transformed our transportation systems, revolutionized the practice of medicine, and miniaturized electronic circuits so that a computer can be placed on a semiconductor chip. The list of such achievements seems almost endless. In your science and engineering courses, you will learn about some of the physical laws that underlie these accomplishments.The utilization of scientific and engineering knowledge for our benefit is achieved through the design of things we use, such as machines, structures, products, and services. However, these achievements don't occur without a price, monetary or otherwise. Therefore, the purpose of this book is to develop and illustrate the principles and methodology required to answer the basic economic question of any design: Do its benefits exceed its costs?The Accreditation Board for Engineering and Technology states that engineering “is the profession in which a knowledge of the mathematical and natural sciences gained by study, experience, and practice is applied with judgment to develop ways to utilize, economically, the materials and forces of nature for the benefit of mankind.”*In this definition, the economic aspects of engineering are emphasized, as well as the physical aspects. Clearly, it is essential that the economic part of engineering practice be accomplished well.Therefore,engineering economy is the dollars-and-cents side of the decisions that engineers make or recommend as they work to position a firm to be profitable in a highly competitive marketplace.Inherent to these decisions are trade-offs among different types of costs and the performance(response time,safety, weight, reliability, etc.) provided by the proposed design or problem solution.The mission of engineering economy is to balance thesetrade-offs in the most economical manner. For instance, if an engineer at Ford Motor Company invents a new transmission lubricant that increases fuel mileage by 10% and extend s the life of the transmission by 30,000 miles,how much can the company afford to spend to implement this invention? Engineering economy can provide an answer.A few more of the myriad situations in which engineering economy plays a cruclal role come to mind:1. Choosing the best design for a high-efficiency gas furnace.2. Selecting the most suitable robot for a welding operation on an automotive assembly line.3. Making a recommendation about whether jet airplanes for an overnight delivery service should be purchased or leased.4. Determining the optimal staffing plan for a computer help desk.From these illustrations,it should be obvious that engineering economy includes significant technical considerations.Thus,engineering economy involves technical analysis with emphasis on the economic aspects, and has the objective of assisting decisions.This is true whether the decision maker is an engineer interactively analyzing alternatives at a computer-aided design workstation or the Chief Executive Officer(CEO)considering a new project.A n engineer who is unprepared to excel at engineering economy is not properly equipped for,his or her job.Cost considerations and comparisons are fundamental aspects of engineering practice.This basic point was emphasized in Section 1.1. However, the development of engineering economy methodology, which is now used in nearly all engineering work,is relatively recent.This does not mean that,historically, costs were usually overlooked in engineering decisions. However, the perspective that ultimate economy is a primary concern to the engineer and the availability of sound techniques to address this concern differentiate this aspect of modern engineering practicefrom that of the past.A pioneer in the field was Arthur M.Wellington, a civil engineer, who in the latter part of the nineteenth century specifically addressed the role of economic analysis in engineering projects. His particular area of interest was railroad building in the United States.This early work was followed by other contributions in which the emphasis was on techniques that depended primarily on financial and actuarial mathematics.In 1930. Eugene Grant published the first edition of his textbook.+ This was a milestone in the development of engineering economy as we know it today. He placed emphasis on developing an economic point of view in engineering,and(as he stated in the preface) “this point of view involves a realization that quite as definite a body of principles governs the economic aspects of an engineering decision as governs its physical aspects.” In 1942,Woods and DeGarmo wrote the first edition of this book,later titled Engineering Economy.Unit Two The Principles of Engineering EconomyThe development, study, and application of any discipline must begin with a basic foundation.We define the foundation for engineering economy to be a set of principles,or fundamental concepts,that provide a comprehensive doctrine for developing the methodology, These principles will be mastered by students as they progress through this book. However, in engineering economic analysis, experience has shown that most errors can be traced to some violation of or lack of adherence to the basic principles.Once aproblem or need has been clearly defined, the foundation of the discipline can be discussed in terms of seven principles.PRINCIPLE1-DEVELOP THE ALTERNATIVES:The choice(decision) is among alternatives. The alternatives need to be identified and then defined for subsequent analysisA decision situation involves making a choice among two or more alternatives. Developing and defining the alternatives for detailed evaluation is important because of the resulting impact on the quality of the decision.Engineers and managers should place a high priority on this responsibility.Creativity and innovation are essential to the process.One alternative that may be feasible in a decision situation is making no change to the current operation or set of conditions(i.e., doing nothing). If you judge this option feasible,make sure it is considered in the analysis. However, do not focus on the status quo to the detriment of innovative or necessary change.PRINCIPLE2-FOCUS ON THE DIFFERENCES:Only the differences in expected future outcomes among the alternatives are relevant to their comparison and should be considered in the decision.If all prospective outcomes of the feasible alternatives were exactly the same,there would be no basis or need for comparison.We would be indifferent among the alternatives and could make a decision using a random selection.Obviously, only the differences in the future outcomes of the alternatives are important.Outcomes that are common to all alternatives can be disregarded in the comparison and decision.For example,if your feasible housing alternatives were two residences with the same purchase(or rental)price,price would be inconsequential to your final choice.Instead,the decision would depend on other factors, such as location and annual operating and maintenance expenses. This example illustrates,in a simple way, Principle 2,which emphasizes the basic purpose of an engineeringeconomic analysis:to recommend a future course of action based on the differences among feasible alternatives.PRINCIPLE 3-USE A CONSISTENT VIEWPOINT:The prospective outcomes of the alternatives, economic and other, should be consistently developed from a defined viewpoint (perspective).The perspective of the decision maker, which is often that of the owners of the firm,would normally be used.However, it is important that the viewpoint for the particular decision be first defined and then used consistently in the description analysis,and comparison of the alternatives.As an example,consider a public organization operating for the purpose of developing a river basin,including the generation and wholesale distribution of electricity from dams on the river system.A program is being planned to upgrade and increase the capacity of the power generators at two sites. What perspective should be used in defining the technical alternatives for the program? The “owners of the firm” in this example means the segment of the public that will pay the cost of the program and their viewpoint should be adopted in this situation.Now let us look at an example where the viewpoint may not be that of the owners of the firm.Suppose that the company in this example is a private firm and that the problem deals with providing a flexible benefits package for the employees. Also, assume that the feasible alternatives for operating the plan all have the same future costs to the company.The alternatives,however, have differences from the perspective of the employees,and their satisfaction is an important decision criterion. The viewpoint for this analysis and decision should be that of the employees of the company as a group, and the feasible alternatives should be defined from their perspective.PRINCIPLE 4-USE A COMMON UNIT OF MEASURE:Using a common unit of measurement to enumerate asmany of the prospective outcomes as possible will simplify the analysis and comparison of the alternatives.It is desirable to make as many prospective outcomes as possible commensurable (directly comparable).For economic consequences,a monetary unit such as dollars is the common measure.You should also try to translate other outcomes(which do not initially appear to be economic) into the monetary unit.This translation,of course, will not be feasible with some of the outcomes, but the additional effort toward this goal will enhance commensurabilitv and make the subsequent analysis and comparison of alternatives easier.What should you do with the outcomes that are not economic(i.e., the expected consequences that cannot be translated (and estimated) using the monetary unit)? First, if possible, quantify the expected future results using an appropriate unit of measurement for each outcome.If this is not feasible for one or more outcomes,describe these consequences explicitly so that the information is useful to the decision maker in the comparison of the alternatives.PRINCIPLE 5-CONSIDER ALL RELEV ANT CRITERIASelection of a preferred alternative (decision making) requires the use of a criterion (or several criteria). The decision process should consider both the outcomes enumerated in the monetary unit and those expressed in some other unit of measurement or made explicit in a descriptive manner.The decision maker will normally select the alternative that will best serve the long-term interests of the owners of the organization. In engineering economic analysis, the primary criterion relates to the long-term financial interests of the owners. This is based on the assumption that available capital will be allocated to provide maximum monetary return to the owners. Often, though, there are other organizational objectives you would like to achieve with your decision, and these should be considered and given weight in the selection of an alternative. These nonmonetarv attributes andmultiple objectives become the basis for additional criteria in the decision-making process.PRINCIPLE6-MAKE UNCERTAINTY EXPLICIT:Uncertainty is inherent in projecting (or estimating) the future outcomes of the alternatives and should be recognized in their analysis and comparison.The analysis of the alternatives involves projecting or estimating the future consequences associated with each of them.The magnitude and the impact of future outcomes of any course of action are uncertain.Even if the alternative involves no change from current operations, the probability is high that today‟s estimates of, for example,future cash receipts and expenses will not be what eventually occurs. Thus, dealing with uncertainty is an important aspect of engineering economic analysis and is the subject of Chapters 10 and 13.PRINCIPLE 7- REVISIT YOUR DECISIONS:Improved decision making results from an adaptive process, to the extent practicable, the initial projected outcomes of the selected alternative should be subsequently compared with actual results achieved.A good decision-making process can result in a decision that has an undesirable outcome. Other decisions, even though relatively successful,will have results significantly different from the initial estimates of the consequences. Learning from and adapting based on our experience are essential and are indicators of a good organization.The evaluation of results versus the initial estimate of outcomes for the selected alternative is often considered impracticable or not worth the effort. Too often, no feedback to the decision-making process occurs. Organizational discipline is needed to ensure tha t implemented decisions are routinely postevaluated and that the results used to improve future analyses of alternatives and the quality of decision making.The percentage of important decisions inan organization that are not postevaluated should be small.For example,a common mistake made in the comparison of alternatives is the failure to examine adequately the impact of uncertainty in the estimates for selected factors on the decision.Only postevaluations will highlight this type of weakness in the engineering economy studies being done in an organization.Unit Three Cost Concept3.1 Fixed, Variable, and Incremental CostsFixed costs are those unaffected by changes in activity level over a feasible range of operations for the capacity or capability available. Typical fixed costs include insurance and taxes on facilities, general management and administrative salaries, license fees, and interest costs on borrowed capital.Of course, any cost is subject to change, but fixed costs tend to remain constant over a specific range of operating conditions. When large changes in usage of resources occur, or when plant expansion or shutdown is involved, fixed costs will be affected.Variable costs are those associated with an operation that vary in total with the quantity of output or other measures of activity level. If you were making an engineering economic analysis of a proposed change to an existing operation, the variable costs would be the primary part of the prospective differences between the present andchanged operations as long as the range of activities is not significantly changed. For example, the costs of material and labor used in a product or service are variable costs, because they vary in total with the number of output units, even though the costs per unit stay the same.An incremental cost (or incremental revenue) is the additional cost (or revenue) that results from increasing the output of a system by one (or more) units. Incremental cost is often associated with “go-no go” decisions that involve a limited change in output or activity level.③For instance, the incremental cost per mile for driving an automobile may be. $0.27, but this cost depends on considerations such as total mileage driven during the year (normal operating range), mileage expected for the next major trip, and the age of the automobile. Also, it is common to read of the “incremental cost of producing a barrel of oil” and “incremental cost to the state for educating a student.” As these examples indicate, the incremental cost (or revenue) is often quite difficult to determine in practice.3.2 Recurring and Nonrecurring CostsThese two general cost terms are often used to describe various types of expenditures. Recurring costs are those that are repetitive and occur when an organization produces similar goods or services on a continuing basis. Variable costs are also recurring costs, because they repeat with each unit of output. But recurring costs are not limited to variable costs. A fixed cost that is paid on a repeatable basis is a recurring cost. For example, in an organization providing architectural and engineering services, office space rental, which is a fixed cost, is also a recurring cost.Nonrecurring costs, then, are those which are not repetitive, even though the total expenditure may be cumulative over a relatively short period of time. Typically, nonrecurring costs involve developing or establishing a capability or capacity to operate. For example, the purchase cost for real estate upon which a plant will bebuilt is a nonrecurring cost, as is the cost of constructing the plant itself.3.3 Direct, Indirect, and Standard CostsThese frequently encountered cost terms involve most of the cost elements that also fit into the previous overlapping categories of fixed and variable costs, and recurring and nonrecurring costs. Direct costs are costs that can be reasonably measured and allocated to a specific output or work activity. The labor and material costs directly associated with a product, service, or construction activity are direct costs. For example, the materials needed to make a pair of scissors would be a direct cost.Indirect costs are costs that are difficult to attribute or allocate to a specific output or work activity. The term normally refers to types of costs that would involve too much effort to allocate directly to a specific output. In this usage, they are costs allocated through a selected formula (such as, proportional to direct labor hours, direct labor dollars, or direct material dollars) to the outputs or work activities. For example, the costs of common tools, general supplies, and equipment maintenance in a plant are treated as indirect costs.Overhead consists of plant operating costs that are not direct labor or direct material costs. In this book, the terms indirect costs, overhead, and burden are used interchangeably. Examples of overhead include electricity, general repairs, property taxes, and supervision. Administrative and selling expenses are usually added to direct costs and overhead costs to arrive at a unit selling price for a product or service. (Appendix A provides a more detailed discussion of cost accounting principles.)Various methods are used to allocate overhead costs among products, services, and activities. The most commonly used methods involve allocation in proportion to direct labor costs, direct labor hours, direct materials costs, the sum of direct labor and direct materials costs (referred to as prime cost in a manufacturing operation), or machine hours. In each of these methods, it isnecessary to know what the total overhead costs have been or are estimated to be for a time period (typically a year) to allocate them to the production (or service delivery) outputs.Standard costs are representative costs per unit of output that are established in advance of actual production or service delivery. They are developed from anticipated direct labor hours, materials, and overhead categories (with their established costs per unit). Because total overhead costs are associated with a certain level of production, this is an important condition that should be remembered when dealing with standard cost data (for example, see Section 2.5.3). Standard costs play an important role in cost control and other management functions. Some typical uses are the following:1. Estimating future manufacturing costs.2. Measuring operating performance by comparing actual cost per unit with the standard unit cost.3. Preparing bids on products or services requested by customers.4. Establishing the value of work in process and finished inventories.3.4 Cash Cost versus Book CostA cost that involves payment of cash is called a cash cost (and results in a cash flow) to distinguish it from one that does not involve a cash transaction and is reflected in the accounting system as a noncash cost. This noncash cost is often referred to as a book cost. Cash costs are estimated from the perspective established for the analysis (Principle 3, Section 1.3) and are the future expenses incurred for the alternatives being analyzed. Book costs are costs that do not involve cash payments, but rather represent the recovery of past expenditures over a fixed period of time. The most common example of book cost is the depreciation charged for the use of assets such as plant and equipment. In engineering economic analysis, only those costs that are cash flows or potential cash flows from the defined perspective for the analysis need to be considered.Depreciation, for example, is not a cash flow and is important in an analysis only because it affects income taxes, which are cash flows. We discuss the topics of depreciation and income taxes in Chapter 6.3.5 Sunk CostA sunk cost is one that has occurred in the past and has no relevance to estimates of future costs and revenues related to an alternative course of action. Thus, a sunk cost is common to all alternatives, is not part of the future (prospective) cash flows, and can be disregarded in an engineering economic analysis. For instance, sunk costs are nonrefundable cash outlays, such as earnest money on a house or money spent on a passport.We need to be able to recognize sunk costs and then handle them properly in an analysis. Specifically, we need to be alert for the possible existence of sunk costs in any situation that involves a past expenditure that cannot be recovered, or capital that has already been invested and cannot be retrieved.The concept of sunk cost is illustrated in the next simple example. Suppose that Joe College finds a motorcycle he likes and pays $40 as a down payment, which will be applied to the $1,300 purchase price, but which must be forfeited if he decides not to take the cycle. Over the weekend, Joe finds another motorcycle he considers equally desirable for a purchase price of $1,230. For the purpose of deciding which cycle to purchase, the $40 is a sunk cost and thus, would not enter into the decision, except that it lowers the remaining cost of the first cycle. The decision then is between paying $1,260 ($1,300~$40) for the first motorcycle versus $1,230 for the second motorcycle.In summary, sunk costs result from past decisions and therefore are irrelevant in the analysis and comparison of alternatives that affect the future. Even though it is sometimes emotionally difficult to do, sunk costs should be ignored, except possibly to the extent that their existence assists you to anticipate better what will happen in the future.3.6 Opportunity CostAn opportunity cost is incurred because of the use of limited resources, such that the opportunity to use those resources to monetary advantage in an alternative use is foregone. Thus, it is the cost of the best rejected (i.e., foregone) opportunity and is often hidden or implied.For example, suppose that a project involves the use of vacant warehouse space presently owned by a company. The cost for that space to the project should be the income or savings that possible alternative uses of the space may bring to the firm. In other words, the opportunity cost for the warehouse space should be the income derived from the best alternative use of the space. This may be more than or less than the average cost of that space obtained from the accounting records of the company.Consider also a student who could earn $20,000 for working during a year, but chooses instead to go to school for a year and spend $5,000 to do so. The opportunity cost of going to school for that year is $25,000:$5,000 cash outlay and $20,000 for income foregone. (This figure neglects the influence of income taxes and assumes that the student has no earning capability while in school.)3.7 Life-Cycle CostIn engineering practice, the term life-cycle cost is often encountered. This term refers to a summation of all the costs, both recurring and nonrecurring, related to a product, structure, system, or service during its life span, The life cycle is illustrated in Figure 2-2. The life cycle begins with identification of the economic need or want (the requirement) and ends with retirement and disposal activities. It is a time horizon that must be defined in the context of the specific situation-whether it is a highway bridge, a jet engine for commercial aircraft, or an automated flexible manufacturing cell for a factory. The end of the life cycle may be projected on a functional or an economic basis. For example, the amount of time that a structure or piece of equipment is able to perform economically maybe shorter than that permitted by its physical capability. Changes in the design efficiency of a boiler illustrate this situation. The old boiler may be able to produce the steam required, but not economically enough for the intended use.Unit Four Time Value of Money4.1 IntroductionThe term capital refers to wealth in the form of money or property that can be used to produce more wealth. The majority of engineering economy studies involve commitment of capital for extended periods of time, so the effect of time must be considered. In this regard, it is recognized that a dollar today is worth more than a dollar one or more years from now because of the interest (or profit) it can earn. Therefore, money has a time value.4.2 Why Consider Return to Capital?Capital in the form of money for the people, machines, materials, energy, and other things needed in the operation of an。
工程管理硕士授课方案一、课程名称:工程管理硕士课程二、教学目标:本课程旨在培养工程管理领域的专业人才,提高学生在工程项目管理、团队协作、决策分析、风险管理等方面的能力,使其具备在工程管理领域独立进行高级研究和实践工作的能力。
三、教学内容1. 工程项目管理- 项目管理基础理论及方法- 项目范围管理- 项目进度管理- 项目成本管理- 项目风险管理2. 工程团队协作- 团队建设与领导力- 团队冲突与解决- 团队沟通与协作- 团队绩效评估与提升3. 决策分析- 决策理论及决策模型- 多目标决策分析- 风险决策分析- 决策支持系统4. 风险管理- 风险管理理论- 风险管理流程与方法- 风险评估与监控- 风险应对与处理5. 工程管理案例讨论- 工程管理成功案例分析- 工程管理失败案例总结- 工程管理案例解决方案探讨四、教学方法1. 理论讲解:教师通过讲解相关理论知识,介绍工程管理领域的前沿发展及相关案例,引导学生建立知识框架和思维模式。
2. 实践演练:通过案例分析、模拟项目管理、团队合作等形式,帮助学生将理论知识应用到实际项目中,提高实际操作能力。
3. 课程论文:要求学生在课程结束时提交一份与工程管理相关的论文,以检验学生对所学知识的掌握程度和能力。
4. 学术讨论:通过小组讨论、学术沙龙等形式,促进学生之间的交流与合作,增强学生的问题解决和沟通能力。
五、教学评估1. 课堂表现:考虑学生的课堂参与程度、提问讨论能力等方面对学生进行评价。
2. 作业与小组项目:结合案例分析、项目模拟等作业,考察学生对课程知识的应用能力。
3. 期末论文:学生需要提交一篇关于工程管理领域的论文,评价学生对所学知识的深度理解和扩展能力。
4. 课程成绩由平时成绩和期末考试成绩构成。
六、教材参考1. 《项目管理实践指南》2. 《团队合作与领导力》3. 《决策分析与决策支持系统》4. 《项目风险管理:理论与实践》5. 《工程管理案例分析》七、其他要求1. 学生需要具备一定工程管理基础知识和英语水平。
工程项目管理课程设计模板
1. 课程名称和简介。
在这部分,需要明确课程的名称和简要介绍,包括课程的
目标和重点。
2. 教学大纲。
这部分包括课程的目标、内容、教学方法、评估方式等详
细信息。
需要列出每个教学单元的内容和学习目标,以及每个单元
的教学活动和所需的教学资源。
3. 教学目标。
在这一部分,需要明确课程的总体目标和具体的学习目标。
总体目标可以是培养学生的项目管理能力和团队合作能力,具体目
标可以是学生能够掌握项目计划、风险管理、资源分配等知识和技能。
4. 教学内容。
这部分需要详细列出课程的各个单元的教学内容,包括理论知识、案例分析、实践操作等。
可以根据课程的时间安排,对每个单元的教学内容进行详细的安排。
5. 教学方法。
在这一部分,需要说明课程采用的教学方法,比如讲授、案例分析、小组讨论、实践操作等。
可以根据不同的教学内容和学习目标选择合适的教学方法。
6. 教学评估。
这部分需要说明课程的评估方式,包括考试、作业、课堂表现等。
需要明确每种评估方式的比重和具体要求。
7. 参考书目。
最后,需要列出课程的参考书目,包括教材、专业书籍、期刊论文等。
学生可以根据这些参考书目进行深入学习和研究。
以上是一个常见的工程项目管理课程设计模板的主要内容,希望对你有所帮助。
工程管理专业英语(二)Professional English For Engineering Management (Ⅱ)教程COURSE长沙理工大学工程管理系2011年2月目录Lesson 1 Bidding (1)Text A Invitation to Bid (1)Text B Instructions to bidders (5)Lesson 2 Management and Engineering Management (10)Text A Management (10)Text B Engineering Management:a synthesis (14)Lesson 3 Conditions 1~3 for the FIDIC Contract (16)Text A Conditions 1~3 for the FIDIC Contract (16)Text B The Employer (27)Text C The Engineer (29)Lesson 4 Planning Techniques (33)Lesson 5 Alternative Financing Strategies for BOT Project (36)Lesson 6 Types of Construction Cost Estimates (39)Lesson 7 Risk Management Basics (42)Lesson 1 BiddingText A Invitation to BidThe invitation to bid is sometimes known by such names “notice to bidders”,“Advertis ement for bids,”“request for proposals”, and the like, but the intent is always the same:to briefly describe the project to propective bidders and to invite their bids on the work.Since the invitation to bid is often classed as one of the construction contract documents, is it always essential to include one in the set?The answer is a resounding “No!”.An invitation should be extended to prospective bidders only when such bids are wanted, and there are many times when open bidding is not the order of the day. For instance, if you have already selected your general contractor and this is to be a “negotiated”contract, it would be foolish to issue an invitation to other bidders to make proposals. The invitation serves no purpose other than to attract prospective bidders by telling them briefly what the job is and how they go about securing copies of the documents to bid upon. If you already have enough bidders, and you have secured them by other means such as personal contact or previous notice, there is little meaning to the ritual of a formal gilt-edged invitation to your party if you don’t really want more guests.On the other hand, any time your project is on the money from the public coffers you can almost depend on having a legal requirement that the work be advertised in a newspaper of general circulation under carefully prescribed format. You are almost never allowed to limit the number of bidders on public work. Therefore, in public you can rely on the necessity of including a formal invitation to bid as part of your construction contract documents.The requirement arose, of course, out of the old-time back-room dealings among political cronies where lucrative contracts were awarded in great secrecy for fantasticlevels of profit, which melted into various private bank accounts. The method used to cure this abuse was to highly publicize the availability of all publicly funded construction projects and to invite participation by all qualified parties. Whether this was truly cured the abuses is not known for certain but it is an obvious fact that duplicity has become more difficult under it. When your purpose is to receive the broadest possible number of competitive bids for the general contract, you should take the time to compose a brief but attractive, invitation to assure you’ll have enough guests to justify the ocassion.Remember now that we are talking in terms of the general contract under a classic situation as described earlier. We will have enough work sorting out the proposals we receive from those general contractors without complicating it by delving into the forty or so trades which make up even the smallest project. It is the general contractor’s resposibility to dig up his subs- from wherever he can and he will issue his own form of invitation to bid to them probably by various means.In many of the average smaller projects, a list of selected bidders is composed during completion of working drawings. By the time the documents are ready for issue to bidders, it is offen known who will be bidding and who will not be asked. If the list is small, say three or four bidders, nothing is really gained by the formality of issuing an official notice. On the other hand, when the number of prospective bidders exceeds three or four, it is well to set down quite precisely all of the pertinent data regarding bid: opening dates, amount of deposit required for sets of ducuments, where they may be secured, who may attend the bid opening, and other relevant information.Now there are a few rare methodical individuals who prefer to have a dot over every “i” and across on every “t” and who might prefer to issue an invitation to bid on every project. Could they get into trouble by it?I rather doubt they would. Any person so methodical would more than likely also be cautious and would be sure that what was said in the invitation to bid was accurate and precise. It is nicely to formalize the invitation data and, if you can afford to takethe time to do so on every project, you go right ahead and have fun. Remember, though, that if your sole bidder is already selected and you definitely do not wish to receive bids from others, you may have a delicate time wending your way through the verbiage required to explain that situation properly.The formula for writing an invitation to bid is simple and clear-cut: be brief and include answers to the following condition.Project Indentification Clearly identify the project by its official-name (used through the construction contract documents: list, where possible, the name of the owner, the name of the Architect, the location of the project, its official project number (if it has one) and the like.Description of the work In fifty to a hundred words, tell what the project includes (bidders would like you to tell them what the construction budget is as well but most of us are reluctant to do so), so a prospective bidder can wasily decide whether this is a project of his type or not.Types of bids required For the classic situation, you are only intersted in bids on a general contract and not in segregated bids. But whatever your wish, make it clear at this point.Bid opening Briefly tell where and when bids will be received, where and when they will be opened, and who may attend the opening. Some architects make a regular party out of the bid opening and serve anyting from tea and cakes to beer and cocktails at their bid openings (always after the bids are opened), apparently on the theory that the lucky low man will want to celebrate and the unlucky others need something in which to drown their sorrow or make the losing easier to bear. Other architects make this a cold sober no-nonsense affair and quite a few even insist on privacy at the time of opening. Whatever your choice, state it here.Documents It is important to clearly state where the documents may be viewed and when as well as under what conditions sets of the documents may be secured. Some architects give a stated number of sets to each qualified bidder; others require adeposit to be left for each set in an amount generally equal to the cost of reproduction; still others require that the bidder post a non-refundable deposit for each set (or only a portion of the deposited amount will be refunded). Since these practice is vary from firm to firm, it is essential that you spell out how you will handle them.Bid deposit requirement It is not unusual for a bidder who was considerably lower than his competitors to worry about why he was so much lower and try to withdraw his bid. Bid deposits are designed to compensate the Owner and Architect for lost time and effort in having to repeat the bidding process or to commence negotiations with the second lowest bidder. The deposit is usually in the form of a “bond” posted by the bidder but supplied through the bidder’s regular bonding surely, often as no fee to the bidder. You should state whether or not a bid bond will be required and if it is required, the amount and the type of bond acceptable.Pre-qualification Many projects (even publicly financed) are not open to the bids of everyone who would like to be a contractor; pre-qualifications are often set. For example,specialized construction such as tunnels, docks or bridges might easily require that the bidder be qualified by previous experience acceptable to the Owner before he will even allowed to bid. One of the newer pre-qualification requirements has to do with “Equal Employment Opportunity” programs and the bidder must demonstrate a functioning EEO program as a part of his regular operation before he is allowed to bid. If any pre-qualification are part of your program, you should so state here.Bid rejection Traditionally, owners and architects have wanted to reserve the right to waive irregularity in bids and to reject any or all bids. In other words, despite all the safeguards of carefully picking over the available bidders before issuing them an invitation, and all the detailed instructions that are then issued to the accepted bidders, there is still a chance that some good guys will flub this bid being late or not sending enough copies or some squally trivial infraction of your rules and thus be disqualified unless you can save him. There is also the chance that the low man mayhave suddenly become undesirable during the bidding period and you don’t want him any more. This minor provision has been hallowed by years of use and will probably be with us for a great many more. There is enough experience with it to warrant continued inclusion.Legal requirement Governmental agencies that have been in existence for any period of time always have their own format for the invitation to bid(or whatever they happen to call it), and generally the laws governing care and use of public money prescribe certain magic words and incantations to include. If yours is a publicly financed project, the invitation may be written for you by your client’s legal staff. If it is left up to you, good sense dictates that you pass the rough draft by your own legal counsel and that of your client before it is published.If your invitation to bid is really being distributed broadlly to a large number of prospective biddders, you might very well send it in the form of a letter. You might also publish it as a paid ad in the local newspaper in the area of construction. Remember that the invitation is precisely that kind of “invitation”which can be accepted or declined.If your list of prospective bidders is also small that it contains only those who will actively work at the bidding process, you can do as most architects do and merely include the invitation as one of the documents bound into the Project Mannual.There is nothing to prevent an invitation to bid being actually on the design firm’s letterhead in the form of a letter. This can quite easily be bound into the Project Mannual later as one of the exibits in the series of contract documents.Text B Instructions to biddersYou will find most of the following points in instructions to bidders written by professional specifiers. You will often find other points as well, depending on local practices and previous expreience.Project Identification It may seem redundant to repeat in the instructions to bidders the same information you so carefully put into the invitation to bid. But it is a common practice, and an expected inclusion: to state the official name of the project, its project number if it has one, the name of the Owner and the Architect, and all other data which might be necessary to conclusively prove which project it is that you are talking about.Contract documents The care and feeding of Contract Documents to bidders is a full time job in some larger offices. Imagine the logistics of printing and handling perhaps a hundred sets where the Drawings comprise a hundred and fifity to two hundred sheets and the Specifications contain sixty or more Sections. Imagine the cost to someone. Who is going to absorb the cost? The Owner?The Architect? The bidder?Who pays for mailing? And, if they are sent by mail, will it be Parcel Post or Air Mail? What if the sets are returned after bid opening but also marked up and dog-earned that they can’t be used for construction? Who absorbs that cost? And what will you do if a biddder asks for copies of the Electrical Section only?It is not difficult for even a small office to tie up a thousand dollars or more in copies of material for the use of bidders, material the bulk of which may or may not be of any use to them the Contract is awarded.So you can understand the care with which expericed office approach this problem of how many sets will be issued per bidder, whether a deposit will be returned, whether “split sets” will be issued, and a variety of similar matters.Examination of site and document It is inconceivable but there are cases on record where the contractor said “If I’d seen the site before I bid, I never would have put in the price I did. ”There are also cases on record where a contractor claimed that he didn’t really have a chance to study their plans because you were in such a hurry for a figure. The purpose of this portion of the instructions to bidder is to put the bidder on notice that he should examine the site and study all of the Documents since no allowance will bemade later for problems which could have been avoided had he done so.Clarifications Recognizing the errors and ambiguities can creep into the work of any design office, no matter how hard you try, you should establish the mechanics by which clarifications can be requested and obtained. In fairness to all bidders, errors caught by one bidder should be corrected for the benefit of all. In the same way clarifications issued to a single bidder over the telephone should be distributed to his competitors as well. Since these matters are best handled in the form of “Addenda”, and since Addenda should only be issued by the person issuing the original Contrator Documents, it follows that questions should be directed to that party who will then either answer the question himself or secure the answer from the person most farmiliar with the subject, and will promptly follow up with a formal Addedum to all bidders on record. You should therefore state how you will receive queries, by telephone or in writing, to whom they should be addressed, how answers will be issued, and that you and the owner are not responsible for accuracy of clarifications issued in any other manner. The final date on which requests for clarification will be received should also be stated.Substitutions Many specifications written today include an entire Section on “submittals and substitutions.”Even though you include such a Section in your Specification, you should also use this earlier opportunity to call the bidder’s attention to it and to establish a final date for acceptance of requests for substitution.Types of bids You should clearly state here the type of bid you want (“general contract”, “segregated”, “cost-plus”, etc.) and the fact that you will not consider bids of other types. If you are requesting segregated bids, this can be a length subject.Preparation of bids How many copies of the bid form do you want? Will you accept Xeroxed copies or must each be on the form you provided? Does each copy need to contain actual signatures or, if Xeroxing is permitted, may the signature be on the original only? How many signature will you require from partnerships? Who can sign for a corporation? Will you require any other data on the bid form such ascontractor’s number, etc.Bid bonding Reuirements that bidders post a bond in an amount 10% of their base bid are not uncommon on a competitive bidding. Statistics show that very few of those bonds are ever forfeited, even when the low bidder fails to accept the award, since there are so many steps to go through in finally securing payment on such a defaulted bond. When you have asked a selected few bidders to favor you with a bid, it is something considered insulting to reuire them to go to the trouble of securing and posting a bid bond.It is highly recommended that you discuss the matter with your own management people and risk consultants. If you decide to require bid bonding, then you should carefully explain how and under what conditions the bond will be forfeited or returned.Other bonding Performance bonds” and “labor and materials payment” bonds are genareally required; it is the amounts that vary. Again, you should consult your management experts and those of your owner, as well as specialists in the field of management-risk. When the sums are determinded, and the proper forms have been selected, you should describe the amounts and name the forms here.Subcontractor listing Since the Contract Documents are directed to the “Contractor”, with a capital “C”, we seldom mention subcontractors anywhere in our documents. But most of us would like to know just who the bidders propose to use for certain critical portions of the work and we often ask that they furnish us a list of those subcontractors, either as a part of their bid or as a preprequisite before the contract is signed. On public work, such a list is not only mandatory but later changes can hardly be accomplished without an action by the Congress of the United States. As an attempt to eliminate “bid shopping” by unscrupulous contractors, this is a commendable stance. As one additional last-minute task facing the frantic bidders is trying to sift out the lowest practical prices from his many subs, it is a pain in the neck and a reqiurement they would just as soon not have to meet.On private work, you can generally accompished your purpose (to look over the proposed subs before awarding a contract to the lowest bidder) by merely requiring the lowest bidder to supply you with a lsit of his subcontractors within a stated period after bid opening.Lesson 2 Management and Engineering ManagementText A Management1.1 Management definitionMcFarland identifies four uses of the word management, as:(1) an organizational or administrative process;(2) a science, discipline, or art;(3)the group of people running an organization;(4) an occupational career.1.2 Management levelsEnsign or admiral, college president or department chair, maintenance forman, plant manager, or company president; all managers. What skills must they have, what roles do they play, what functions do they carry out, and how are these affected by the level at which they operate? Let us look at wach of these questions in order.Management is normally categorized into three levels:first-line,middle,and top management.Managers at these three levels need many of the same skills,but they use them in different proportionsThe higher the management level,the further into the future the manager’s decisions reach and the greater the amount of the resources that are placed at risk.First-line managers are the only managers who directly supervise nonmanage. They hold titles such as foreman, supervisor, or section chief. Generally, they are responsible for carrying out the plans and objectives of higher management, using the personnel and other resources assigned to them. They make short-range operating plans governing what will be done tomorrow or next week, assign tasks to their workers,supervise the work that is done,and evaluate the performance of individual workers. First-line managers may only recently have been appointed from among the ranks of people they are now supervising. They may feel caught in the middlebetween their former fellows and upper management, each of which feels the supervisor should be representing them. Indeed, they must provide the “linking pin’’between upper management and the working level, representing the needs and goals of each to the other.Many engineers going into a production or construction environment will find themselves assigned as a foreman or supervisor very quickly.Many find such an assignment a very satisfying chance to “make things happen”through their own actions and decisions.Doing so effectively,while according the workers newly assigned to you the courtesy and respect merited by their years of experience, requires tact and judgement.If you can achieve this balance,however,you may be surprised to find how willing your team members are to accord you the same respect,and to help you learn your job.Middle managers carry titles such as plant manager,division head,chief engineer,or operations manager.Although there are more first-line managers than any other in most organizations,most of the levels in any large organization are those of middle management. Even the lowest level of middle manager (the second-line manager,who directly supervises first-line managers) is an indirect manager,and has the fundamentally different job of managing through other managers. Middle managers make plans of intermediate range to achieve the long-range goals set by top management,establish departmental policies,and evaluate the performance of subordinate work units and their managers.They also provide an integrating and coordinating function so that the short-range decisions and activities of first-line supervisory groups can be orchestrated toward achievement of the long range goals of the enterprise.There has been much discussion recently on the probable effect of computer-based management information systems on the numbers, levels, and functions of middle managers.Top managers bear titles such as chairman of the board,president,or executive vice president; one of these will normally be designated“chief executive officer”(CEO). In government the top manager may be the administrator (of NASA) orsecretary (of commerce) or governor or mayor. While they may report to some policy-making group,they have no full-time manager above them.Top managers are responsible for defining the character,mission,and objectives of the enterprise.They must establish criteria for and review long-range plans. They evaluate the performance of major departments,and evaluate leading management personnel to gauge their readiness for promotion to key executive positions.1.3 Managerial skillsKatz suggests that managers need three types of skills:technical,interpersonal, and conceptual. Technical skills are skills (such as engineering, accounting, machining, or word processing) practiced by the group supervised. Figure 1 shows that the lowest level of manager has the greatest need for technical skills,since they are directly supervising the people that are doing the technical work.Even top managers must understand the underlying technology on which their industry is based. Interpersonal skills, on the other hand, are important at every managenent level, since every manager achieves results through the efforts of other people. Conceptual skills represent the ability to “see the forest in spite of trees”--to discern the critical factors that will de termine an organization’s success or failure.This ability is essential to the top manager’s responsibility for setting long-term objectives for the enterprise,although it is needed to some extent at every level.Figure 1 Skills required versus management level1.4 Functions of managersHenry Fayol,the famous French mining engineer and executive, divided magenerial activities into five “elements”: planning, organizing, command, coordination, andcontrol. These elements,now called “functions of managers”,have proven remarkably useful and durable over the decades. Although each management author has their favored set of functions, almost all include planning, organizing,and controlling on their list. “Command” become too authoritive a word。
英语课程设计一、引言英语作为全球通用语言之一,在现代社会中扮演着重要角色。
英语课程设计是一项关键的任务,其目标是培养学生在听、说、读、写、翻译等方面的综合能力。
这篇文章将探讨英语课程设计的一般原则和具体的教学策略。
二、定位目标英语课程设计的首要任务是确定教学目标。
这包括学生在英语听、说、读、写方面所需掌握的单词量、语法知识、阅读能力、写作技巧等。
三、编排教材根据教学目标,我们需要选择适当的教材来支持英语课程。
教材应该具有系统性、连贯性和挑战性,符合学生的学习水平和年龄特点。
四、任务型教学任务型教学是一种很有效的教学策略,它将学生放在现实情景中,通过完成任务来提高他们的英语能力。
任务型教学注重学生的实际运用能力,培养他们的创造性思维和解决问题的能力。
五、交互式教学在英语课程设计中,注重学生的积极参与是至关重要的。
交互式教学方式可以激发学生的学习热情,提高他们的参与度。
教师可以采用小组讨论、角色扮演、游戏等形式来促进学生之间的互动交流。
六、听力训练英语听力是学习英语的基础,因此听力训练在课程设计中起着重要的作用。
教师可以通过给学生提供真实语言材料、多媒体资源和相关练习来帮助他们提高听力理解能力。
七、口语表达英语口语是学生在日常交流中的必备技能。
课程设计应该注重培养学生的口语表达能力。
通过情景对话、角色扮演和口语练习等活动,可以提高学生的口语流利度和交流能力。
八、阅读能力阅读是培养学生综合语言能力的重要途径之一。
通过给学生提供丰富的英语阅读材料,培养他们的阅读理解和批判思维能力。
教师可以设计相关的问题和讨论,引导学生深入理解文章的主题和观点。
九、写作技巧写作是学生学习英语的关键技能之一。
在课程设计中,教师应该注重培养学生的写作能力。
通过给学生提供写作任务和范文,帮助他们掌握写作结构、语法、词汇和修辞技巧。
十、评估方法评估是英语课程设计过程中的重要环节。
教师应该采用多种评估方法,如考试、作业、项目和口头表达等,来准确评估学生的英语能力。
如何办理成绩单在联系留学过程中,成绩单是重要的申请材料之一。
成绩单中显示出来的分数基本上就是申请人在校的学习成果,从中可以判断出该申请者有无学习上的实力和潜力。
我国大学一般由教务处或外事办公室负责开具成绩单。
开成绩单的一般过程如下:1.准备好所有要办理英文的中文原件或复印件,比如学位证书、毕业证书、来到学校教务处货档案室(已毕业的学校)。
2.排到后填写办理成绩单申请表,主要是办理的份数等;一般要多办几份,5份吧。
3.交费,记得拿好发票;4.一些天后去核对,确认无误后放进信封,封装贴防伪标志即可(密封后学校盖章也可)。
成绩单的形式与办理方法因学校而异,但通常在成绩单上显示的项目有:a.学校名称、教务长签名(盖章);b.学生姓名、性别、出生日期和申请人照片;c.系别、专业、学业年限、毕业后授予的学位;e.各学期所修课程、学分数(或学时数)及分数;f.在英文成绩单上应有分数换算的公式。
在领到成绩单时,应该以自己申请学校规定的换算公式去换算自己大学成绩的GPA点数。
如果情况允许的话,可在原始的成绩单中删去一至两门与自己申请专业关系不大,分数又低的课程,以免影响自己的GPA。
当然不能删太多,因为那样会影响成绩单上的总学分数。
Advanced Computational Fluid Dynamics 高等计算流体力学Advanced Mathematics 高等数学Advanced Numerical Analysis 高等数值分析Algorithmic Language 算法语言Analogical Electronics 模拟电子电路Artificial Intelligence Programming 人工智能程序设计Audit 审计学Automatic Control System 自动控制系统Automatic Control Theory 自动控制理论Auto-Measurement Technique 自动检测技术Basis of Software Technique 软件技术基础Calculus 微积分Catalysis Principles 催化原理Chemical Engineering document.nbspRetrieval 化工文献检索Circuitry 电子线路College English 大学英语College English Test (Band 4) CET-4College English Test (Band 6) CET-6College Physics 大学物理Communication Fundamentals 通信原理Comparative Economics 比较经济学Complex Analysis 复变函数论Computational Method 计算方法Computer Graphics 图形学原理computer organization 计算机组成原理computer architecture 计算机系统结构Computer Interface Technology 计算机接口技术Contract Law 合同法Cost Accounting 成本会计Circuit Measurement Technology 电路测试技术Database Principles 数据库原理Design & Analysis System 系统分析与设计Developmental Economics 发展经济学discrete mathematics 离散数学Digital Electronics 数字电子电路Digital Image 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Clearance 国际结算International Finance 国际金融International Relation 国际关系International Trade 国际贸易Introduction to Chinese Tradition 中国传统文化Introduction to Modern Science & Technology 当代科技概论Introduction to Reliability Technology 可靠性技术导论Java Language Programming Java 程序设计Lab of General Physics 普通物理实验Linear Algebra 线性代数Management Accounting 管理会计学Management Information System 管理信息系统Mechanic Design 机械设计Mechanical Graphing 机械制图Merchandise Advertisement 商品广告学Metalworking Practice 金工实习Microcomputer Control Technology 微机控制技术Microeconomics & Macroeconomics 西方经济学Microwave Technique 微波技术Military Theory 军事理论Modern Communication System 现代通信系统Modern Enterprise System 现代企业制度Monetary Banking 货币银行学Motor Elements and Power Supply 电机电器与供电Moving Communication 移动通讯Music 音乐Network Technology 网络技术Numeric Calculation 数值计算Oil Application and Addition Agent 油品应用及添加剂Operation & Control of National Economy 国民经济运行与调控Operational Research 运筹学Optimum Control 最优控制Petroleum Chemistry 石油化学Petroleum Engineering Technique 石油化工工艺学Philosophy 哲学Physical Education 体育Political Economics 政治经济学principle of compiling 编译原理Primary Circuit (反应堆)一回路Principle of Communication 通讯原理Principle of Marxism 马克思主义原理Principle of Mechanics 机械原理Principle of Microcomputer 微机原理Principle of Sensing Device 传感器原理Principle of Single Chip Computer 单片机原理Principles of Management 管理学原理Probability Theory & Stochastic Process 概率论与随机过程Procedure Control 过程控制Programming with Pascal Language Pascal语言编程Programming with C Language C语言编程Property Evaluation 工业资产评估Public Relation 公共关系学Pulse & Numerical Circuitry 脉冲与数字电路Refinery Heat Transfer Equipment 炼厂传热设备Satellite Communications 卫星通信Semiconductor Converting Technology 半导体变流技术Set Theory 集合论Signal & Linear System 信号与线性系统Social Research 社会调查software engineering 软件工程SPC Exchange Fundamentals 程控交换原理Specialty English 专业英语Statistics 统计学Stock Investment 证券投资学Strategic Management for Industrial Enterprises 工业企业战略管理Technological Economics 技术经济学Television Operation 电视原理Theory of Circuitry 电路理论Turbulent Flow Simulation and Application 湍流模拟及其应用Visual C++ Programming Visual C++程序设计Windows NT Operating System Principles Windows NT操作系统原理Word Processing 数据处理2000门课程名称翻译大全BASIC 语言及应用 BASIC Language & ApplicationC 语言 C LanguageCAD 概论 Introduction to CADCAD/CAM CAD/CAMCOBOL语言 COBOL Language生物物理学 Biophysics真空冷冻干燥技术 Vacuum Freezing & Drying Technology16位微机 16 Digit MicrocomputerALGOL语言 ALGOL LanguageBASIC 语言 BASIC LanguageCOBOL语言程序设计 COBOL Language Program DesigningC与UNIX环境 C Language & Unix EnvironmentC语言与生物医学信息处理 C Language & Biomedical Information Processing dBASE Ⅲ课程设计C ourse Exercise in dBASE ⅢFORTRAN语言 FORTRAN LanguageIBM-PC/XT Fundamentals of Microcomputer IBM-PC/XTIBM-PC微机原理 Fundamentals of Microcomputer IBM-PCLSI设计基础 Basic of LSI DesigningPASCAL大型作业 PASCAL Wide Range WorkingPASCAL课程设计 Course Exercise in PASCALX射线与电镜 X-ray & Electric MicroscopeZ-80汇编语言程序设计 Z-80 Pragramming in Assembly Languages板壳理论 Plate Theory板壳力学 Plate Mechanics半波实验 Semiwave Experiment半导体变流技术 Semiconductor Converting Technology半导体材料 Semiconductor Materials半导体测量 Measurement of Semiconductors半导体瓷敏元件 Semiconductor Porcelain-Sensitive Elements半导体光电子学 Semiconductor Optic Electronics半导体化学 Semiconductor Chemistry半导体激光器 Semiconductor Laser Unit半导体集成电路 Semiconductor Integrated Circuitry半导体理论 Semiconductive Theory半导体器件 Semiconductor Devices半导体器件工艺原理 Technological Fundamentals of Semiconductor Device半导体物理 Semiconductor Physics半导体专业 Semiconduction Specialty半导体专业实验 Specialty Experiment of Semiconductor薄膜光学 Film Optics报告文学专题 Special Subject On Reportage报刊编辑学 Newspaper & Magazine Editing报纸编辑学 Newspaper Editing泵与风机 Pumps and Fans泵与水机 Pumps & Water Turbines毕业设计 Graduation Thesis编译方法 Methods of Compiling编译技术 Technique of Compiling编译原理 Fundamentals of Compiling变电站的微机检测与控制 Computer Testing & Control in Transformer Substation变分法与张量 Calculus of Variations & Tensor变分学 Calculus of Variations变质量系统热力学与新型回转压 Variable Quality System Thermal Mechanics & Neo-Ro 表面活性物质 Surface Reactive Materials并行算法 Parallel Algorithmic波谱学 Wave Spectrum材料的力学性能测试 Measurement of Material Mechanical Performance材料力学 Mechanics of Materials财务成本管理 Financial Cost Management财政学 Public Finance财政与金融 Finance & Banking财政与信贷 Finance & Credit操作系统 Disk Operating System操作系统课程设计 Course Design in Disk Operating System操作系统原理 Fundamentals of Disk Operating System策波测量技术 Technique of Whip Wave Measurement测量原理与仪器设计 Measurement Fundamentals & Meter Design测试技术 Testing Technology测试与信号变换处理 Testing & Signal Transformation Processing产业经济学 Industrial Economy产业组织学 Industrial Organization Technoooligy场论 Field Theory常微分方程 Ordinary Differentical Equations超导磁体及应用 Superconductive Magnet & Application超导及应用 Superconductive & Application超精微细加工 Super-Precision & Minuteness Processing城市规划原理 Fundamentals of City Planning城市社会学 Urban Sociology成组技术 Grouping Technique齿轮啮合原理 Principles of Gear Connection冲击测量及误差 Punching Measurement & Error冲压工艺 Sheet Metal Forming Technology抽象代数 Abstract Algebra传动概论 Introduction to Transmission传感器与检测技术 Sensors & Testing Technology传感器原理 Fundamentals of Sensors传感器原理及应用 Fundamentals of Sensors & Application传热学 Heat Transfer传坳概论 Introduction to Pass Col船舶操纵 Ship Controling船舶电力系统 Ship Electrical Power System船舶电力系统课程设计 Course Exercise in Ship Electrical Power System 船舶电气传动自动化 Ship Electrified Transmission Automation船舶电站 Ship Power Station船舶动力装置 Ship Power Equipment船舶概论 Introduction to Ships船舶焊接与材料 Welding & Materials on Ship船舶机械控制技术 Mechanic Control Technology for Ships船舶机械拖动 Ship Mechamic Towage船舶建筑美学 Artistic Designing of Ships船舶结构力学 Structual Mechamics for Ships船舶结构与制图 Ship Structure & Graphing船舶静力学 Ship Statics船舶强度与结构设计 Designing Ship Intensity & Structure船舶设计原理 Principles of Ship Designing船舶推进 Ship Propeling船舶摇摆 Ship Swaying船舶阻力 Ship Resistance船体建造工艺 Ship-Building Technology船体结构 Ship Structure船体结构图 Ship Structure Graphing船体振动学 Ship Vibration创造心理学 Creativity Psychology磁测量技术 Magnetic Measurement Technology磁传感器 Magnetic Sensor磁存储设备设计原理 Fundamental Design of Magnetic Memory Equipment 磁记录技术 Magnetographic Technology磁记录物理 Magnetographic Physics磁路设计与场计算 Magnetic Path Designing & Magnetic Field Calculati 磁盘控制器 Magnetic Disk Controler磁性材料 Magnetic Materials磁性测量 Magnetic Measurement磁性物理 Magnetophysics磁原理及应用 Principles of Catalyzation & Application大电流测量 Super-Current Measurement大电源测量 Super-Power Measurement大机组协调控制 Coordination & Control of Generator Networks大跨度房屋结构 Large-Span House structure大型锅炉概况 Introduction to Large-Volume Boilers大型火电机组控制 Control of Large Thermal Power Generator Networks 大学德语 College German大学俄语 College Russian大学法语 College French大学日语 College Japanese大学英语 College English大学语文 College Chinese大众传播学 Mass Media代用运放电路 Simulated Transmittal Circuit单片机原理 Fundamentals of Mono-Chip Computers单片机原理及应用 Fundamentals of Mono-Chip Computers & Applications弹性力学 Theory of Elastic Mechanics当代国际关系 Contemporary International Relationship当代国外社会思维评价 Evaluation of Contemporary Foreign Social Thought 当代文学 Contemporary Literature当代文学专题 Topics on Contemporary Literature当代西方哲学 Contemporary Western Philosophy当代戏剧与电影 Contemporary Drama & Films党史 History of the Party导波光学 Wave Guiding Optics等离子体工程 Plasma Engineering低频电子线路 Low Frequency Electric Circuit低温传热学 Cryo Conduction低温固体物理 Cryo Solid Physics低温技术原理与装置 Fundamentals of Cryo Technology & Equipment低温技术中的微机原理 Priciples of Microcomputer in Cryo Technology低温绝热 Cryo Heat Insulation低温气体制冷机 Cryo Gas Refrigerator低温热管 Cryo Heat Tube低温设备 Cryo Equipment低温生物冻干技术 Biological Cryo Freezing Drying Technology低温实验技术 Cryo Experimentation Technology低温物理导论 Cryo Physic Concepts低温物理概论 Cryo Physic Concepts低温物理概念 Cryo Physic Concepts低温仪表及测试 Cryo Meters & Measurement低温原理 Cryo Fundamentals低温中的微机应用 Application of Microcomputer in Cryo Technology低温装置 Cryo Equipment低噪声电子电路 Low-Noise Electric Circuit低噪声电子设计 Low-Noise Electronic Designing低噪声放大与弱检 Low-Noise Increasing & Decreasing低噪声与弱信号检测 Detection of Low Noise & Weak Signals地理 Geography第二次世界大战史 History of World War II电测量技术 Electric Measurement Technology电厂计算机控制系统 Computer Control System in Power Plants电磁测量实验技术 Electromagnetic Measurement Experiment & Technology 电磁场计算机 Electromagnetic Field Computers电磁场理论 Theory of Electromagnetic Fields电磁场数值计算 Numerical Calculation of Electromagnetic Fields电磁场与电磁波 Electromagnetic Fields & Magnetic Waves电磁场与微波技术 Electromagnetic Fields & Micro-Wave Technology电磁场中的数值方法 Numerical Methods in Electromagnetic Fields电磁场中的数值计算 Numerical Calculation in Electromagnetic Fields 电磁学 Electromagnetics电动力学 Electrodynamics电镀 Plating电分析化学 Electro-Analytical Chemistry电工测试技术基础 Testing Technology of Electrical Engineering电工产品学 Electrotechnical Products电工电子技术基础 Electrical Technology & Electrical Engineering电工电子学 Electronics in Electrical Engineering电工基础 Fundamental Theory of Electrical Engineering电工基础理论 Fundamental Theory of Electrical Engineering电工基础实验 Basic Experiment in Electrical Engineering电工技术 Electrotechnics电工技术基础 Fundamentals of Electrotechnics电工实习 Electrical Engineering Practice电工实验技术基础 Experiment Technology of Electrical Engineering电工学 Electrical Engineering电工与电机控制 Electrical Engineering & Motor Control电弧电接触 Electrical Arc Contact电弧焊及电渣焊 Electric Arc Welding & Electroslag Welding电化学测试技术 Electrochemical Measurement Technology电化学工程 Electrochemical Engineering电化学工艺学 Electrochemical Technology电机测试技术 Motor Measuring Technology电机电磁场的分析与计算 Analysis & Calculation of Electrical Motor & Electromagnetic Fields电机电器与供电 Motor Elements and Power Supply电机课程设计 Course Exercise in Electric Engine电机绕组理论 Theory of Motor Winding电机绕组理论及应用 Theory & Application of Motor Winding电机设计 Design of Electrical Motor电机瞬变过程 Electrical Motor Change Processes电机学 Electrical Motor电机学及控制电机 Electrical Machinery Control & Technology电机与拖动 Electrical Machinery & Towage电机原理 Principle of Electric Engine电机原理与拖动 Principles of Electrical Machinery & Towage电机专题 Lectures on Electric Engine电接触与电弧 Electrical Contact & Electrical Arc电介质物理 Dielectric Physics电镜 Electronic Speculum电力电子电路 Power Electronic Circuit电力电子电器 Power Electronic Equipment电力电子器件 Power Electronic Devices电力电子学 Power Electronics电力工程 Electrical Power Engineering电力生产技术 Technology of Electrical Power Generation电力生产优化管理 Optimal Management of Electrical Power Generation电力拖动基础 Fundamentals for Electrical Towage电力拖动控制系统 Electrical Towage Control Systems电力系统 Power Systems电力系统电源最优化规划 Optimal Planning of Power Source in a Power System 电力系统短路 Power System Shortcuts电力系统分析 Power System Analysis电力系统规划 Power System Planning电力系统过电压 Hyper-Voltage of Power Systems电力系统继电保护原理 Power System Relay Protection电力系统经济分析 Economical Analysis of Power Systems电力系统经济运行 Economical Operation of Power Systems电力系统可靠性 Power System Reliability电力系统可靠性分析 Power System Reliability Analysis电力系统无功补偿及应用 Non-Work Compensation in Power Systems & Applicati 电力系统谐波 Harmonious Waves in Power Systems电力系统优化技术 Optimal Technology of Power Systems电力系统优化设计 Optimal Designing of Power Systems电力系统远动 Operation of Electric Systems电力系统远动技术 Operation Technique of Electric Systems电力系统运行 Operation of Electric Systems电力系统自动化 Automation of Electric Systems电力系统自动装置 Power System Automation Equipment电路测试技术 Circuit Measurement Technology电路测试技术基础 Fundamentals of Circuit Measurement Technology电路测试技术及实验 Circuit Measurement Technology & Experiments电路分析基础 Basis of Circuit Analysis电路分析基础实验 Basic Experiment on Circuit Analysis电路分析实验 Experiment on Circuit Analysis电路和电子技术 Circuit and Electronic Technique电路理论 Theory of Circuit电路理论基础 Fundamental Theory of Circuit电路理论实验 Experiments in Theory of Circuct电路设计与测试技术 Circuit Designing & Measurement Technology电器学 Electrical Appliances电器与控制 Electrical Appliances & Control电气控制技术 Electrical Control Technology电视接收技术 Television Reception Technology电视节目 Television Porgrams电视节目制作 Television Porgram Designing电视新技术 New Television Technology电视原理 Principles of Television电网调度自动化 Automation of Electric Network Management电影艺术 Art of Film Making电站微机检测控制 Computerized Measurement & Control of Power Statio电子材料与元件测试技术 Measuring Technology of Electronic Material and Element电子材料元件 Electronic Material and Element电子材料元件测量 Electronic Material and Element Measurement电子测量与实验技术 Technology of Electronic Measurement & Experiment电子测试 Electronic Testing电子测试技术 Electronic Testing Technology电子测试技术与实验 Electronic Testing Technology & Experiment电子机械运动控制技术 Technology of Electronic Mechanic Movement Control电子技术 Technology of Electronics电子技术腐蚀测试中的应用 Application of Electronic Technology in Erosion Measurement 电子技术基础 Basic Electronic Technology电子技术基础与实验 Basic Electronic Technology & Experiment电子技术课程设计 Course Exercise in Electronic Technology电子技术实验 Experiment in Electronic Technology电子理论实验 Experiment in Electronic Theory电子显微分析 Electronic Micro-Analysis电子显微镜 Electronic Microscope电子线路 Electronic Circuit电子线路设计与测试技术 Electronic Circuit Design & Measurement Technology 电子线路实验 Experiment in Electronic Circuit电子照相技术 Electronic Photographing Technology雕塑艺术欣赏 Appreciation of Sculptural Art调节装置 Regulation Equipment动态规划 Dynamic Programming动态无损检测 Dynamic Non-Destruction Measurement动态信号分析与仪器 Dynamic Signal Analysis & Apparatus锻压工艺 Forging Technology锻压机械液压传动 Hydraulic 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画法几何及机械制图 Descriptive Geometry & Mechanical Graphing画法几何与阴影透视 Descriptive Geometry,Shadow and Perspective化工基础 Elementary Chemical Industry化工仪表与自动化 Chemical Meters & Automation化工原理 Principles of Chemical Industry化学 Chemistry化学反应工程 Chemical Reaction Engineering化学分离 Chemical Decomposition化学工程基础 Elementary Chemical Engineering化学计量学 Chemical Measurement化学文献 Chemical Literature化学文献及查阅方法 Chemical Literature & Consulting Method化学粘结剂 Chemical Felter环境保护理论基础 Basic Theory of Environmental Protection环境化学 Environomental Chemistry环境行为概论 Introduction to Environmental Behavior换热器 Thermal Transducer回旧分析与试验设计 Tempering Analysis and Experiment Design回转式压缩机 Rotary Compressor回转压缩机数学模型 Mathematical Modeling of Rotary Compressors会计学 Accountancy会计与财务分析 Accountancy & Financial Analysis会计与设备分析 Accountancy & Equipment Analysis会计原理及外贸会计 Principles of Accountancy & Foreign Trade Accountancy 会计原理与工业会计 Principles of Accountancy & Industrial Accountancy活力学 Energy Theory活塞膨胀机 Piston Expander活塞式制冷压缩机 Piston Refrigerant 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湖南农业大学课程论文系(部):理工学部班级:09工程管理1班姓名:111111111 学号:00000000课程论文题目:课程名称:专业英语评阅成绩:评阅意见:成绩评定教师签名:日期:年月日第12单元课文翻译桥——作用于桥上的因素桥是提供横跨自然障碍物(如:河、湖或峡谷)手段的结构物。
桥设计来承受铁路车辆、公路车辆,或行人载荷。
桥也支撑管道、渡槽、或其它运输材料的管线,如:输油管线或导水管。
从古代起,人类就开始了桥的修建。
最早的桥或许不过是用于横跨河或沟的倒下的树。
随着文明的进步,工匠们找到了使用石块、岩石、砂浆,及其他天然材料来修建更长、更坚固桥梁的方法。
最后,由于物理学家和工程师开始发展了作为桥梁建设基础的原理,他们将其他材料,如:铁、钢、铝组合到他们修建的桥梁中。
有四种主要类型的桥:简支梁桥、悬臂梁桥、拱桥和悬索桥。
任何桥上都作用有三种力:恒载、活载和动载。
恒载指桥本身的重量。
跟其它任何结构一样,只因为作用于桥梁建造材料上的重力,桥有趋于垮塌的趋势。
活载指通过桥梁的车辆,及正常的环境力,如:温度、降水和风的变化。
动载指超出正常气候条件的环境因素、突然的飓风和地震因素。
在桥梁设计中必须考虑所有这三种因素。
应了解的词汇桥台:重型支撑结构,通常与基岩和桥墩相连。
基岩:由坚固岩石组成的地壳部分,可以在其上修建永久建筑物。
恒载:由于自身重量,桥所施加的力。
动载:由于超自然的环境因素,如:地震或强飓风,施加于桥上的力。
活载:由于车辆在桥上通行,施加于桥上的力。
桥墩:垂直柱,通常由钢筋混凝土或某些其它坚固材料建造,桥作用于其上。
吊索:绳索或钢丝,桥梁路面由其悬吊。
桁架:有许多连接到一起的三角形组成的结构。
简支梁桥:这种最简单的桥由从障碍物的一段延伸到另一端的单件材料组成。
这一块材料称为梁,直接由两端的地层支撑或由称为桥台的重型基础支撑。
简支梁桥的长度受梁自身重量和桥上通行车辆重量的限制。
较长的桥可以将多个梁在平行断面连接而建成。
悬臂梁桥:悬臂梁桥是简支梁桥的变体。
悬臂梁是一长臂,一端锚固,另一端自由移动。
跳水板是悬臂梁的例子。
当锚固牢固时,悬臂梁是一个坚固结构。
悬臂梁桥由三部分组成:外梁、悬臂和中间梁。
外梁的岸上端固定到基础或桥墩(通常是钢筋混凝土垂直柱)上,桥墩沉入地层。
外梁的另一端固定到第二个桥墩上,这一桥墩在离河岸定距离处沉入地层。
此外,悬臂的一端也固定到河中桥墩上。
悬臂梁的自由端向外延伸,进入两河岸中间。
河岸两边的悬臂梁通过中间梁连接。
沉箱:为了建造桥墩,工人需要无水的环境以开挖基础。
这可以使用沉箱来实现,沉箱是中空的由混凝土或其它材料制作的封水结构,它可以沉入地层。
当在河上建造桥梁时,工人们将充满压缩空气的沉箱沉入河中,直到沉箱达到河底。
然后,工人们进入沉箱,从河床挖土,一直挖到基岩。
沉箱下端有尖角,在挖土中继续下沉,一直到沉箱抵达基岩。
接下来将混凝土浇入沉箱,形成新桥墩的最下端。
桁架:使用桁架可以提高悬臂梁桥(或任何桥)的强度。
桁架是由连接在一起的三角形构成的。
三角形是许多种结构的重要构件,因为它是惟一的不改变其任何一边长度就不可能压缩或拉伸改变其形状的几何图形。
通常,加入桁架,可以提高悬臂梁、端梁及悬臂梁上的连接梁的强度。
桁架的作用与附加的铁板或钢板的作用有些类似,应用相对很小的附加重量提高桥的强度。
开口的桁架结构允许风吹过,预防了风力在桥上产生附加应力。
拱桥:拱桥的主要支撑结构是一个或多个弯曲构件。
作用于拱桥上的恒定力和活动力沿着拱曲线传给末端的桥台或末端支撑结构。
这些桥墩基础深深沉入地层,如果可能将进入基岩。
然而,它们实质上是固定的,能够抵抗作用于桥本身的巨大力。
这样的结构非常稳定,以致拱桥中一般不必需要桥墩,拱桥的桥面可以布置在相对于拱的任何位置:顶部、下部或拱内的某处。
如果桥面布置在拱上方,则桥面通过垂直柱(肋梁和柱)与拱相连,如:亚利桑那州的弓弦式拱桥。
如果桥面位于拱下方,则桥面由吊杆,绳或缆(吊绳、吊缆)从拱上悬吊;如果桥面布置在拱内某处,则采用前两者的某种组合。
悬索桥:在悬索桥中,粗缆绳穿过甚少两个桥塔,通过重桥墩锚固到海岸线上。
在某些情况下,桥面由吊杆从缆绳直接悬吊。
在其它情况下,吊绳与桁架连接,桥面铺设在桁架上方。
在任何一种情况下,桥上的恒载和活载转移到缆绳上,进而缆绳将应力施加到桥墩基础上。
这样的应力通过将桥墩基础与基岩相连得到平衡。
悬索桥的桥塔一般坐落在庞大的基础上,基础深深扎入桥下面的河床或海床。
缆绳承担桥及其交通的重量,由平行的钢丝细绳编织形成单根缆绳。
这样的缆绳直径范围从15英尺(38cm)到多大36英尺(91cm)。
活动桥:传统上,在河道上已经修建了三种活动桥,允许船只交通通过。
在摆桥中,桥面绕中跨桥礅旋转,该桥墩扎入江底。
在开起桥中,桥面象古代可开启吊桥一样升起,它可以在任一端升起,或由中间分成两半,各半分别在相反方向升起。
在垂直升降桥中,桥的整个中间部分通过钢绳垂直升起。
第20单元课文翻译地震与抗震结构灾难性地震的出现原于储存于地壳中的能量在称之为地质断层的软弱带的突然释放。
一旦能量释放,破坏将会出现,这种破坏可能沿断层延伸几百公里。
破坏也可能发生在离地表足够深的位置,以致在地表没有迹象。
当破坏区两相对面沿纵向彼此相对运动时,地震运动称为“走向滑移”;反之,当两面的位移沿破坏区宽度出现时,运动为“倾向滑移”。
地震通常用其幅度来衡量。
幅度是能量释放的度量,用里氏级来定义。
4级或更大的幅度被认为对设计是重要的。
级是常数,描述地震的大小。
然而,在工程设计中,使用的是地震烈度,而不是地震级。
烈度是地震破坏程度的度量,主要取决于地震级和震中与烈度评估点的距离。
对烈度的通常测量,用修正的麦加利烈度级。
然而,工程设计中,通常用地层加速度作为烈度,而且应用到结构中作为基本激励的烈度水平。
经验关系,称为衰减方程,建立了想得到位置的烈度与地震里氏级和距离的关系。
地震对建筑物的损坏(损伤)主要取决于结构对地层晃动引起的动态力。
结构的响应取决于许多因素,包括地层振动速度峰值及其频率和持续时间。
此外,建筑物的自然频率、建筑物位置的土层条件、施工方法及建筑物的整体设计等都影响建筑物对地震载荷的响应。
进一步,建筑物的自然频率又取决于建筑物的几何特性和采用的建筑材料类型。
由于建筑物对地震载荷响应涉及到因素的变化,难以将建筑物可能出现的破坏类型进行归类概括。
更有效的做法是,对潜在的地震破坏必须在逐个案例的基础上进行研究。
地震对建筑物的破坏在很大程度上随地震过程中,建筑物耗散能量和衰减振动能力的变化而变化。
如前所述,建筑物的自然频率及地层晃动的频率和时间在建筑物破坏中也起重要作用。
建筑物的几何特性和建筑材料影响建筑物的韧性、阻尼能力和振动的自然频率。
因而,根据建筑物的类型,建筑物破坏的程度可以从仅几条裂纹到主体破裂和/或结构倒塌。
振动自然频率高(即:振动周期短)的建筑物,在地震中表现出很大的刚度特性。
对低层建筑,这种情况是特别真实的。
通常,低层建筑具有0.006 —0.25s的自然震动周期。
刚性特性可能使建筑物在地震中受到更大的破坏。
然而,在这样的情况下,如果韧性(即:载荷施加时结构变形的能力)增加,则建筑物的刚度减小,因而不易遭受潜在的地震破坏。
当建筑物的自然振动周期短时,振动趋于很快达到静止状态。
因此,建筑物的地震破坏主要取决于地层晃动的持续时间。
随振动持续时间增长,建筑物将更可能遭受破坏。
韧度较高的建筑物表现出更长的振动周期。
因此,它们遭受破坏的可能性很小。
如果建筑物的振动自然周期远大于地层震动的周期,这种情况是特别真实的。
就单个结构构件而言,韧性较好的构件变形较大,因而延迟到达临界破坏阶段。
金属结构的特性属于这种类型,在一定程度上,木结构也属于这种类型。
然而,混凝土和砖石结构韧性很差,设计中需要配置适量的加强筋,并在梁柱连接细部特别加强,以便这种结构在地震载荷环境中维持需要的韧性。
地震对生命线的破坏表现为供水主管线、供气主管线、污水主管线的破裂和/或断裂,以及电话线破坏,道路严重破裂和桥梁坍塌。
对主供水管线的破坏可能引起洪水;对供气主管线的破坏可能引起火灾。
地震中,生命线系统破坏的原因可能有:(a)地层晃动带来系统的严重振动,和(b)穿过生命线的断层破坏。
如果地震具有典型的浅部力,以致破坏区可能达到地表,则发生后一种破坏。
在管道中诱导的震动可能引起或者管道破坏,或者接头松动,进而引起(气或水)泄露。
抗震设计的目的是达到可接受的风险水平。
因而实际中,抵抗各种潜在幅值地震的结构设计既不实用,也不经济。
然而,在可接受风险内,设计要求进行如下一个或多个改变:针对规范中给出的地震载荷规定值,改变结构构件的细部和设计,改变梁柱节点;将“剪力墙”设计为地震载荷承力构件;在结构框架中设计横撑;使用基础隔离的概念。
任何情况下,施工方法也是建造抗震建筑物中的重要因素。
其中包括采用严格的质量控制程序和质量保证,以保持施工工作的高标准和最大限度减少施工中的所有人员差错。
抗震结构设计中的一个变化,是设计合适的结构构件,以致构件能承受地震载荷引起的内应力。
设计也要求对单个结构构件韧性的适当处理,以及层间和整个框架人性的处理。
特别的注意应放在节点细部和钢筋混凝土建筑物条件下的梁柱连接加强,以便节点处的应力转变效应及部分断裂、退化和结构构件刚度改变得到适当处理。
对于低层建筑,这种方法很受欢迎,因为低层建筑中,强烈地震引起的层间剪力不是很大。
因此,针对叠加到其它合理载荷(恒载和活载)上的地震载荷的设计不要求非常规大的或不成比例的结构构件,而且也不会带来美学问题。
然而,在高层建筑情况下,层间剪力相对较高。
这要求超常规大的结构构件,特别在下部楼层。
因而,可以考虑横撑和/或剪力墙,以承担地震产生的力。
横撑降低层间剪切变形,并减缓结构框架受到的地震载荷产生的过应力。
必须在框架中适度增加剪力墙,因而地震产生的侧向力转移到剪力墙中,并由剪力墙安全承担。
基础隔离是抗震结构的另一种形式。
基础隔离技术的基本概念是在结构框架底部水平方向引入柔性。
同时引入阻尼单元,以使地震产生的振动幅值受到有效控制。
使用特殊的隔离器,结构可以偏离地震力的破坏水平。
隔离器提供能量耗散装置,该装置使结构振动周期增加到明显超出地层振动的周期水平。
因此,与地层晃动相比,建筑物的震动将更像慢速振动,从而大大减小地震的潜在破坏效应。
隔离基础要求:(a)增加结构振动周期的柔性装置;(b)将建筑物与地层间的相对偏斜控制到实际设计水平(4—6英寸)的阻力或耗能装置;和(c)提供足够刚度,以使服务载荷下和/或低水平的风和地震载荷下建筑物的功能不受影响。
具有这些性质的隔离器是铅-橡胶装置,这种装置中,铅柱密封在由橡胶和内钢薄垫片填料制作的弹性承载系统中。