[书]PERFORM-3D原理与实例 – 第6章 – 剪力墙模拟

[书]PERFORM-3D原理与实例 – 第 6 章 – 剪力墙模拟

[Book] PERFORM-3D Theory and Tutorials – Chapter 6 – Simulation of Shear Wall


  • 章节内容简介 [ Chapter Content Abstract ]

剪力墙的非线性分析模型可根据其基本假定的差异及单元自由度数量的多少划分为微观模型和宏观模型[1]。微观模型用实体或者板壳单元直接模拟剪力墙,原理清晰,但计算量大,收敛难以保证,宏观模型将剪力墙用多组非线性弹簧进行模拟,计算量小,试验分析校正相对简单,适用于结构整体弹塑性分析。PERFORM-3D[2,3]中提供了两种剪力墙宏观模型,包括能考虑单向压弯非线性的Shear Wall Element(剪力墙单元)及在此基础上进一步考虑复杂应力状态而开发的General Shear Wall Element(通用剪力墙单元)。其中Shear Wall单元采用的是多竖向弹簧单元模型(MVLEM)理论,为此,本章首先对MVLEM的研究背景及原理进行介绍,在此基础上介绍PERFORM-3D中提供的剪力墙组件及单元,最后采用PERFORM-3D中的Shear Wall单元对一悬臂剪力墙试件的拟静力试验进行模拟,详细讲解Shear Wall单元的基本建模过程和参数定义方法,并对模拟结果进行讨论。

According to the difference of basic assumption and the number of degree of freedoms, the nonlinear analysis model of shear wall can be divided into microscopic model and macroscopic model. In microscopic model, shear wall is simulated by solid elements or shell elements. Microscopic model is clear in principle, but always has high calculation cost and the convergence is also difficult to assure. In macroscopic model, shear wall is simulated by multi-nonlinear-springs. When compared with microscopic model, macroscopic model always has lower computational cost and simpler parameters calibration process, which is suitable for elasto-plastic analysis of the whole structure. There are two types of shear wall macroscopic model in PERFORM-3D, including “Shear Wall Element” that can only consider one dimensional nonlinear bending and compression behaviour and “General Shear Wall Element” that can further consider complicated stress state. The Shear Wall Element adopts the theory of multi-vertical-line-element-model (MVLEM), therefore, the research background and the related theory of MVLEM was firstly introduced in this chapter. Then the shear wall components and elements in PERFORM-3D was further explained. After that, a pseudo-static test of cantilever shear wall was simulated by Shear Wall Element in PERFORM-3D. Through this simulation, fundamental modelling process, parameter definition, and interpretation of simulation results of Shear Wall Element were explained in detail.

  • 示例页面 [ Sample Pages ]


13 2

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  • 购书链接 [ Links to Buy the Book ]

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  • 相关链接[ Acknowledgements ]

[01] 书《PERFORM-3D原理与实例》 汇总页面 (PERFORM-3D Theory and Tutorials Book Page ) (书籍主页)

[02] [Book][PERFORM-3D Theory and Tutorials — Table of Contents] [目录英文版]

[03] [Book][PERFORM-3D Theory and Tutorials – Foreword ] [前言英文版]

[04] [书]PERFORM-3D 原理与实例 – 第 1 章 – PERFORM-3D软件介绍 ( PERFORM-3D Theory and Tutorials – Chapter 1 :  Introduction of PERFORM-3D )

[05] [书]PERFORM-3D 原理与实例 – 第 2 章 – 入门实例:平面钢框架弹性分析 ( PERFORM-3D Theory and Tutorials – Chapter 2 : Quick Start Example : Elastic Analysis of Plane Steel Frame)

[06] [书]PERFORM-3D 原理与实例 – 第 3 章 – 钢筋与混凝土材料的单轴本构关系 ( PERFORM-3D Theory and Tutorials – Chapter 3 : Uniaxial Constitutive Model of Steel and Concrete Material )

[07] [书]PERFORM-3D 原理与实例 – 第 4 章 – 塑性铰模型 ( PERFORM-3D Theory and Tutorials – Chapter 4: Plastic Hinge Model )

[08] [书]PERFORM-3D 原理与实例 – 第 5 章 – 纤维截面模型 ( PERFORM-3D Theory and Tutorials – Chapter 5: Fiber Section Model )

[09] [书]PERFORM-3D 原理与实例 – 第 6 章 – 剪力墙模拟 ( PERFORM-3D Theory and Tutorials – Chapter 6: Shear Wall Simulation )

[10] [书]PERFORM-3D 原理与实例 – 第 7 章 – 填充墙模拟 ( PERFORM-3D Theory and Tutorials – Chapter7: Infilled Wall Simulation )

16 thoughts on “[书]PERFORM-3D原理与实例 – 第6章 – 剪力墙模拟

  1. Pingback: [书]PERFORM-3D原理与实例 – 第7章 – 填充墙模拟 | 崔济东的博客 - JiDong Cui's Blog

  2. 周柯靖 Reply

    催博士好,我想做反复荷载下剪力墙连梁的有限元数值模拟分析算滞回曲线,本人数值模拟渣,请问有ANSYS?命令流有么?

  3. Pingback: [书]PERFORM-3D原理与实例 – 第14章 – 往复位移加载的两种方法 | 崔济东的博客 - JiDong Cui's Blog

  4. Pingback: [书]PERFORM-3D原理与实例 – 第11章 – 橡胶隔震支座 | 崔济东的博客 - JiDong Cui's Blog

  5. Pingback: [书]PERFORM-3D原理与实例 – 第10章 – 摩擦摆隔震支座 | 崔济东的博客 - JiDong Cui's Blog

  6. Pingback: [书]PERFORM-3D原理与实例 – 第8章 – 粘滞阻尼器 | 崔济东的博客 - JiDong Cui's Blog

  7. Pingback: [书]PERFORM-3D原理与实例 – 第5章 – 纤维截面模型 | 崔济东的博客 - JiDong Cui's Blog

  8. Pingback: [Book][PERFORM-3D Theory and Tutorials – Foreword ] | 崔济东的博客 - JiDong Cui's Blog

  9. Pingback: [书]PERFORM-3D原理与实例 – 第 20 章 – 足尺框架伪动力试验模拟 ( Chapter 20: Simulation of a Pseudo-Dynamic Test of a Full-Scale Frame) | 崔济东的博客 - JiDong Cui's Blog

  10. Pingback: [书]PERFORM-3D原理与实例 – 第9章 – 屈曲约束支撑 | 崔济东的博客 - JiDong Cui's Blog

  11. Pingback: [书]PERFORM-3D 原理与实例 – 第1章-PERFORM-3D软件介绍 | 崔济东的博客 - JiDong Cui's Blog

  12. Pingback: [书][PERFORM-3D原理与实例 – 前言] | 崔济东的博客 - JiDong Cui's Blog

  13. Pingback: [书]PERFORM-3D原理与实例 – 第2章 – 入门实例:平面钢框架弹性分析 | 崔济东的博客 - JiDong Cui's Blog

  14. Pingback: [书]PERFORM-3D原理与实例 – 第3章 – 钢筋与混凝土材料的单轴本构关系 | 崔济东的博客 - JiDong Cui's Blog

  15. Pingback: [书]PERFORM-3D原理与实例 – 第4章 -塑性铰模型 | 崔济东的博客 - JiDong Cui's Blog

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