Performance-based seismic design of structures: a direct displacement-based approach

被引：41

作者：

Xue, Q ^{[1
]}

Chen, CC ^{[1
]}

机构：

[1] Sinotech Engn Consultants Inc, Taipei 105, Taiwan

来源：

ENGINEERING STRUCTURES | 2003年 / 25卷 / 14期

关键词：

performance-based seismic design; displacement-based approach; quantified performance criteria;

D O I：

10.1016/j.engstruct.2003.08.003

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper, a performance-based seismic design procedure, which is directly associated with pre-quantified performance criteria, is presented by employing a displacement-based approach. A lower bound of yielding displacement of the structure to satisfy these performance criteria is proposed. The approach is general in employing either equivalent elastic or inelastic response spectrum. Non-linear time history analysis verified that this approach is applicable to control the target displacement to the performance acceptable limit. Its flexibility in considering special effect such as near-fault or strong motion duration and simplicity in a proposed multiple performance objectives design are demonstrated. (C) 2003 Elsevier Ltd. All rights reserved.

引用

页码：1803 / 1813

页数：11

共 29 条

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