基于弹塑性动力分析的结构非线性响应及抗震设计

邓继明; 蒋建群; 毛根海

doi:10.13204/j.gyjz200410001

基于弹塑性动力分析的结构非线性响应及抗震设计

doi: 10.13204/j.gyjz200410001

1.
浙江大学建筑工程学院杭州 310027

详细信息

作者简介:
邓继明男 1979年4月出生硕士研究生

中图分类号: TU311.3
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- 文章访问数: 97
- HTML全文浏览量: 6
- PDF下载量: 152
- 被引次数: 0
出版历程
- 收稿日期: 2004-04-14
- 刊出日期: 2004-10-20

NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS

1.
College of Civil Engineering and Architecture,Zhejiang University Hangzhou 310027

摘要

摘要: 回顾与总结了结构在大震作用下的非线性动力反应分析成果，包括结构整体分析模型，构件单元模型，恢复力模型以及运动方程的求解等问题。基于平面杆系模型，针对结构在多遇及罕遇地震下的弹塑性时程响应计算结果及其与现行规范设计结果的对照，对今后结构非线性抗震设计提出了建议。
- 地震响应 /
- 分布柔度模型 /
- 弹塑性分析 /
- 反应谱
Abstract: The nonlinear seismic response analyses of structures are reviewed, which include the analytic model of structure system, the element analytic model and its restoring force model and the solving of dynamic equations.Taking the plane frame model as an example for elastoplastic seismic response analyses of structure under two grades of earthquake input, the nonlinearities of structure are discussed, whose calculated results are also compared with those of the new seismic design code. Finally some advices of nonlinear seismic design of structures are suggested.
- seismic response /
- distributed flexibility model /
- elastoplastic analysis /
- response spectrum

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参考文献(14)

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