Inelastic seismic spectra including a damage criterion: A stochastic approach

被引:3
|
作者
Greco, Rita [1 ]
Marano, Giuseppe Carlo [2 ]
机构
[1] Tech Univ Bari, DICATECH, Dept Civil Engn Environm Terr Bldg & Chem, I-70125 Bari, Italy
[2] Tech Univ Bari, Dept Civil Engn & Architecture, DICAR, I-70125 Bari, Italy
关键词
Damage-based seismic spectra; Park-Ang damage model; Stochastic process; Peak theory; CUMULATIVE DAMAGE; STRENGTH; MODEL;
D O I
10.1016/j.soildyn.2014.11.012
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this paper, a stochastic approach for obtaining damage-based inelastic seismic spectra is proposed. The Park and Ang damage model, which includes displacement ductility and hysteretic energy, is adopted to take into account the cumulative damage phenomenon in structural systems under strong ground motions. Differently from previous studies in this field, damage-based seismic spectra are obtained by means of peak theory of stochastic processes. The following stochastic inelastic seismic spectra are constructed and then analyzed: damage-based displacement and acceleration inelastic spectra, damage-based response modification factor spectra, damage-based yield strength demand spectra and damage-based inelastic displacement ratio spectra. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:75 / 79
页数:5
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