Master Structural Engineering (Structural Analysis)

所在平台: Udemy

课程主页: https://www.udemy.com/course/master-structural-engineering-structural-analysis/

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课程名称:结构工程硕士(结构分析) 概述:本课程旨在简化结构工程(分析)的学习过程。课程结构合理,分为多个目标明确的部分,包括专注的讲座和大量的实例分析,以帮助学生建立坚实的基础,加深对关键结构分析主题的理解。该课程特别适合以下人群: - 当前正在学习结构工程的学生,希望在课堂外提升自己 - 大学一年级的工程专业学生 - 过去曾学习过工程但需要快速复习的人 - 对结构工程感兴趣且具备基本物理(力学)背景的任何人 完成本课程后,您将对结构工程这个至关重要的学科有一个坚实的基础,这是每位结构工程师必备的知识。课程提供友好的问答论坛,我将及时回答您的问题。立即注册,您将享有: - 课程终身访问权限,可随时回顾 - 友好的问答论坛 - Udemy 完成证书 - 30天退款保证 课程涵盖以下核心单元和主题: 1. 引言 - 识别主要结构支撑 - 识别关键结构元素 - 理解常见结构中负载的传递基础 2. 静态平衡(复习) - 求解梁的反应 - 求解桁架的反应 3. 桁架的平衡 - 连接法 - 截面法 - 桁架的稳定性 4. 梁的平衡 - 剪力和弯矩方程 - 剪力和弯矩图的突变 - 剪力和弯矩符号约定 - 叠加法 - 由弯矩图求剪力 5. 框架的平衡 - 剪力和弯矩符号约定 - 叠加法 - 由弯矩图求剪力 - 框架的稳定性 - 分析含斜构件的框架 6. 截面的几何特性 - 图形的质心 - 复合截面的质心 - 应用质心于力合成 - 面积的第二矩和平行轴定理 - 极第二矩 7. 梁的挠度 - 梁的弯曲应力的弯曲公式 - 笛卡尔坐标系中的曲率 - Euler-Bernoulli梁的弯矩-曲率方程 - Euler-Bernoulli梁与Timoshenko梁的比较 - 力矩面积法 - 共轭梁法 - 能量原理与虚功法 8. 桁架的挠度 - 桁架构件的轴向应力 - 虚功原理 9. 梁中的剪切 - 互补剪切应力 - 剪切流 - 剪切公式的局限性 - 剪切中心 10. 超静定结构的力法 - 超静定梁的力法 - 超静定框架的力法 - 超静定桁架的力法 11. 列的屈曲 - 支撑柱 - 非支撑柱 - 固定-固定和固定-铰接边界条件下的柱 - 有效长度 - 瘦长比 12. 扭转(高级主题) - 圆轴的扭转公式 - 圆轴的扭转角和扭转速率 - 薄壁闭合截面的扭转 - 非圆开口截面的扭转 - I型梁的扭转与扭曲 13. 梁的屈曲(高级主题) - 梁的侧向扭转屈曲与柱的屈曲 - 从ODE推导出临界屈曲力矩 课程大纲:无 欢迎加入我们的学习旅程,获取专业知识并提升您的结构工程能力!

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课程详情

This course is designed to make learning Structural Engineering ( Analysis) easy. It is well-arranged into targeted sections of focused lectures and extensive worked examples to give you a solid foundation while enhancing your understanding in key Structural Analysis topics.The course is ideal for:Current students who are taking structural engineering and want to get ahead of their classFirst year university engineering studentsAny person who has taken engineering a while ago and wants a quick refresher courseAny person who has an interest in structural engineering with a background in basic physics (mechanics)At the end of this course, you will have a strong foundation in one of the most important disciplines in Structural Engineering, which you will definitely require as a Structural Engineer. I welcome any questions and provide a friendly Q & A forum where I aim to respond to you in a timely manner. Enrol today and you will get:Lifetime access to refer back to the course whenever you need toFriendly Q & A forumUdemy Certificate of Completion30-day money back guaranteeThe course covers the following core units and topics of Electricity and Magnetism:1) Introductiona) Identifying the main structural supportsb) Identifying the key structural elementsc) Understand the basics of how loads are transferred in common structures2) Static Equilibrium (Revision)a) Find the reactions for beamsb) Find the reactions for trusses3) Equilibrium of Trussesa) Method of jointsb) Method of sectionsc) Stability of trusses4) Equilibrium of Beamsa) Shear force and bending moment equationsb) Jumps in shear force and bending moment diagramsc) Shear force and bending moment sign conventiond) Method of superpositione) Shear force from the bending moment diagram5) Equilibrium of Framesa) Shear force and bending moment sign conventionb) Method of superpositionc) Shear force from the bending moment diagramd) Stability of framese) Analysing frames with oblique members6) Geometric Properties of Sectionsa) Centroid of an areab) Centroid of composite sectionc) Centroid applied to force resultantsd) Second moment of area and the parallel axis theoreme) Polar second moment of area7) Beam Deflectionsa) Flexure formula for bending stresses in beamsb) Curvature in Cartesian coordinatesc) Moment-curvature equation for Euler-Bernoulli beamd) Euler-Bernoulli vs the Timoshenko beame) Moment area methodf) Conjugate beam methodg) Work and energy principles and the method of virtual work8) Truss Deflectionsa) Axial stresses in truss membersb) Principle of virtual work9) Shear in Beamsa) Complementary shear stressesb) Shear flowc) Limitations of the shear formulad) Shear center10) Force Method for Indeterminate Structuresa) Force method for indeterminate beamsb) Force method for indeterminate framesc) Force method for indeterminate trusses11) Buckling of Columnsa) Braced columnsb) Un-braced columnsc) Columns with fixed-fixed and fixed-pinned boundary conditionsd) Effective lengthe) Slenderness ratio12) Torsion (Advanced Topic)a) Torsion formula for circular shaftsb) Angle of twist and rate of twist in circular shaftsc) Torsion of thin-walled closed sectionsd) Torsion of non-circular open sectionse) Torsion and warping of I-beams13) Buckling of Beams (Advanced Topic)a) Lateral torsional buckling of beams vs buckling of columnsb) Derivation of the critical buckling moment from the ODE

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