Inelastic spectra for displacement-based seismic design

被引：118

作者：

Borzi, B

Calvi, GM

Elnashai, AS ^{[1
]}

Faccioli, E

Bommer, JJ

机构：

[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2BU, England

[2] Univ Pavia, Dipartimento Meccan Strutturale, I-27100 Pavia, Italy

[3] Politecn Milan, Dipartimento Ingn Strutturale, I-20133 Milan, Italy

来源：

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2001年 / 21卷 / 01期

关键词：

attenuation relationship; displacement spectrum; displacement-based approach; ductility; damping; displacement modification factor;

D O I：

10.1016/S0267-7261(00)00075-0

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In recognition of the emergence of displacement-based seismic design as a potentially more rational approach than force-based techniques, this paper addresses derivation of inelastic displacement spectra and associated topics. A well-constrained earthquake strong-motion dataset is used to derive inelastic displacement spectra, displacement reduction factors and ductility-damping relationships. These are in a format amenable for use in design and assessment of structures with a wide range of response characteristics. (C) 2001 Elsevier Science Ltd. All rights reserved.

引用

页码：47 / 61

页数：15

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