Nonlinear analysis for performance-based earthquake engineering

被引:8
|
作者
Moehle, JP [1 ]
机构
[1] Univ Calif Berkeley, Pacific Earthquake Engn Res Ctr, Richmond, CA 94804 USA
来源
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2005年 / 14卷 / 05期
关键词
D O I
10.1002/tal.334
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:385 / 400
页数:16
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