Seismic hazard analysis of nonlinear structures. I: Methodology

被引：1

|

作者：

Bazzurro, Paolo ^{[1
]}

Cornell, C.Allin ^{[1
]}

机构：

[1] Stanford Univ, Stanford, United States

来源：

Journal of structural engineering New York, N.Y. | 1994年 / 120卷 / 11期

关键词：

Nonlinear structures - Seismic hazard analysis;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

引用

收藏

页码：3320 / 3344

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