Nonlinear analysis for performance‐based earthquake engineering
Nonlinear analysis for performance‐based earthquake engineering
复制标题
基于性能的地震工程非线性分析
DOI：
10.1002/tal.334
复制
发表时间：
2005
期刊：
影响因子：
--
通讯作者：
J. Moehle
中科院分区：
文献类型：
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作者：
J. Moehle
建筑抗震工程设计越来越多地采用非线性动力分析方法来论证建筑性能。这些程序要求：了解性能与非线性建模之间的关系；选择和处理适合于设计危险程度的地面运动；选择适当的非线性模型和分析程序；以及解释结果，以根据非线性动力分析程序确定设计量。这些主题的讨论重点放在高层建筑上。版权所有©2005 John Wiley&Sons，Ltd.
Earthquake engineering design of buildings increasingly is using nonlinear dynamic analysis procedures to demonstrate building performance. These procedures require: an understanding of the relation between performance and nonlinear modeling; selection and manipulation of ground motions appropriate to design hazard levels; selection of appropriate nonlinear models and analysis procedures; and interpretation of results to determine design quantities based on nonlinear dynamic analysis procedures. These topics are discussed with an emphasis on tall buildings. Copyright © 2005 John Wiley & Sons, Ltd.