[书]PERFORM-3D原理与实例 – 第17章 – 结构整体动力弹塑性分析与抗震性能评估 (Chapter 17: Dynamic elasto-plastic analysis and seismic performance evaluation of the whole structure)

[书] PERFORM-3D原理与实例 – 第17章 – 结构整体动力弹塑性分析与抗震性能评估

[Book] PERFORM-3D Theory and Tutorials – Chapter 17 – Dynamic elasto-plastic analysis and seismic performance evaluation of the whole structure


  • 章节内容简介 [ Chapter Content Abstract ]

本书前面章节主要介绍了PEROFRM-3D中常用非线性组件和单元的基本属性与应用,旨在建立正确的结构弹塑性分析模型。本章则侧重于介绍结构整体弹塑性分析模型的建立、结构整体动力弹塑性时程分析的步骤及运用PERFORM-3D[1,2]进行结构抗震性能评估的流程。

图 17‑1 算例首层平面布置图(单位:mm)

算例结构的首层平面布置如图 17‑1所示,其余楼层结构布置详模型。算例结构为钢筋混凝土框架-剪力墙结构,共17层,其中首层高度4m,其余楼层高度3.5m,结构总高度为60m。

框架柱、剪力墙首层~8层混凝土强度等级为C40,9层~12层混凝土强度等级为C35,13~17层混凝土强度等级为C30;框架梁首层~8层混凝土强度等级为C35,9层~17层混凝土强度等级为C30。钢筋均为HRB400。

结构所在地区的抗震设防烈度为7度,设计基本加速度为0.10g,场地类别为Ⅱ类,设计地震分组为第一组,场地特征周期为0.35s。剪力墙抗震等级为二级,框架抗震等级为三级。

结构建模时将次梁折算成恒荷载,楼面附加均布恒荷载为3.5kN/m2,楼面均布活荷载为3.0 kN/m2,框架梁上线荷载为7kN/m。修正后基本风压0.35kN/m2,地面粗糙度类别为B类,风载体型系数取1.3。

  • 示例页面 [ Sample Pages ]

 


9 1

PS. 如有错误,请批评指正。如果你喜欢,请在上面 点个赞 吧!!详细内容请阅读书本!! :-)  :-)  :-)

Please correct me if I’m wrong. If you like this posts, please give me a thumbs uprating on the button above! For more information about this Chapter please refer to the book!!  :-)  :-) )

  • 购书链接 [ Links to Buy the Book ]

[1] 中国建筑出版在线(http://book.cabplink.com)

http://book.cabplink.com/bookdetail.jsp?id=64317&nodeid=1439

[2] 京东(www.jd.com)

https://item.jd.com/12084377.html (自营)

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[3] 当当网(http://www.dangdang.com/)

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[4] 亚马逊 (https://www.amazon.cn/)

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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 ) (书本主页

[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 – Chapter 7: Infilled Wall Simulation )

[11] [书]PERFORM-3D 原理与实例 – 第 8 章 – 粘滞阻尼器 ( PERFORM-3D Theory and Tutorials – Chapter 8: Viscous Damper )

[12] [书]PERFORM-3D 原理与实例 – 第 9 章 – 屈曲约束支撑 ( PERFORM-3D Theory and Tutorials – Chapter 9: Buckling Restrained Brace )

[13] [书]PERFORM-3D 原理与实例 – 第 10 章 – 摩擦摆隔震支座 ( PERFORM-3D Theory and Tutorials – Chapter 10: Seismic Isolator Friction Pendulum )

[14] [书]PERFORM-3D 原理与实例 – 第 11 章 – 橡胶隔震支座 ( PERFORM-3D Theory and Tutorials – Chapter 11: Rubber Isolation Bearings )

[15] [书]PERFORM-3D 原理与实例 – 第 12 章 – 缝-钩单元 ( PERFORM-3D Theory and Tutorials – Chapter 12: Gap-Hook Element )

[16] [书]PERFORM-3D 原理与实例 – 第 13 章 – 变形监测单元 ( PERFORM-3D Theory and Tutorials – Chapter 13: Deformation Gage Element )

[17] [书]PERFORM-3D 原理与实例 – 第 14 章 – 往复位移加载的两种方法 ( PERFORM-3D Theory and Tutorials – Chapter 14: Two Cyclic Displacement Loading Method in PERFORM-3D )

[18] [书]PERFORM-3D 原理与实例 – 第 15章 – 多点激励地震分析 ( PERFORM-3D Theory and Tutorials – Chapter 15: Multi-support Seismic Excitations )

[19] [书]PERFORM-3D 原理与实例 – 第 16章 – Pushover分析原理与实例 ( PERFORM-3D Theory and Tutorials – Chapter 16: Pushover Analysis Theory and Tutorial)

[20] [书]PERFORM-3D 原理与实例 – 第 17章 – 结构整体动力弹塑性分析与抗震性能评估 ( PERFORM-3D Theory and Tutorials – Chapter 17: Dynamic elasto-plastic analysis and seismic performance evaluation of the whole structure)

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