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所在平台: Udemy |
课程主页: https://www.udemy.com/course/structural-analysis-ii-slope-deflection-method/
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**Coursera 课程总结：结构分析 II** 本课程“结构分析 II”深入探讨了连续梁和刚性框架的结构分析方法，重点介绍了斜率-挠度法。 **第一部分：连续梁分析（无支座沉降与转角）** 本部分首先介绍连续梁分析的基本概念，包括符号约定和斜率-挠度方程的推导。然后，通过一系列数值算例，讲解如何分析不同支座条件（双固定、单固定/铰支/滚支、双固定带悬臂、三跨梁）下的连续梁，且不考虑支座沉降和转角的影响。 **第二部分：连续梁分析（有支座沉降与转角）** 延续第一部分的内容，本部分将扩展到考虑支座沉降和转角的情况。同样，将通过斜率-挠度方程，结合不同支座条件（双固定、单固定/铰支/滚支、双固定带悬臂、三跨梁）的数值实例，进行详细的分析。 **第三部分：刚性框架分析（无侧移）** 本部分转向刚性框架的分析。在介绍基本概念、符号约定和斜率-挠度方程后，将集中讲解不考虑侧移（sway）的刚性框架分析。通过不同加载和支撑条件（均匀加载、相同柱支撑、有对称轴、无对称轴）的数值算例，展示具体分析过程。 **第四部分：刚性框架分析（有侧移）** 最后一部分将分析考虑侧移（sway）的刚性框架。同样会涉及斜率-挠度方程和不同加载与支撑条件（均匀加载、相同柱支撑、有对称轴、无对称轴）的数值算例，以全面掌握带侧移刚性框架的分析技巧。
1. ANALYSIS OF CONTINUOUS BEAMS: Introduction, Sign convention, Development of slope-deflection equations, Analysis of continuous beams without support settlement and rotation.Numerical Without Settlement and Rotation:Continuous beam with fixed support at both ends.Continuous beam with fixed support at one end and hinge/roller at other.Continuous beam with fixed support at both end and overhang at other.Continuous beam with three span.2. ANALYSIS OF CONTINUOUS BEAMS: Introduction, Sign convention, Development of slope-deflection equations, Analysis of continuous beams with support settlement and rotation.Numerical With Settlement and Rotation:Continuous beam with fixed support at both ends.Continuous beam with fixed support at one end and hinge/roller at other.Continuous beam with fixed support at both end and overhang at other.Continuous beam with three span.3. ANALYSIS OF RIGID FRAMES: Introduction, Sign convention, Development of slope-deflection equations, Analysis of rigid frames without subjected to sway.Numerical Without Sway:Frames with uniform loading.Frames with same support on column.Frames with axis of symmetry.Frames without axis of symmetry.4. ANALYSIS OF RIGID FRAMES: Introduction, Sign convention, Development of slope-deflection equations, Analysis of rigid frames with subjected to sway.Numerical Without Sway:Frames with uniform loading.Frames with same support on column.Frames with axis of symmetry.Frames without axis of symmetry.
