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
相关论文
共 50 条
  • [31] Inelastic-strength spectra in probabilistic seismic-hazard analysis
    Arroyo, Danny
    Ordaz, Mario
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2007, 97 (06) : 2171 - 2181
  • [32] Online damage monitoring of inelastic seismic response of a reinforced concrete structure
    Nalepka, M.
    Zembaty, Z.
    Bonkowski, P. A.
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2024, 208
  • [33] A note on peak inelastic displacement as a proxy for structural damage in seismic sequences
    Baraschino, Roberto
    Baltzopoulos, Georgios
    Iervolino, Iunio
    XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 75 - 82
  • [34] Online damage monitoring of inelastic seismic response of a reinforced concrete structure
    Nalepka, M.
    Zembaty, Z.
    Bońkowski, P.A.
    Mechanical Systems and Signal Processing, 2024, 208
  • [35] A robust approach for seismic damage assessment
    Lignon, S.
    Jezequel, L.
    COMPUTERS & STRUCTURES, 2007, 85 (1-2) : 4 - 14
  • [36] Damage spectra: Characteristics and applications to seismic risk reduction
    Bozorgnia, Y
    Bertero, VV
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2003, 129 (10): : 1330 - 1340
  • [37] An internal variable approach to inelastic deformation including structural superplasticity
    Chang, Young Won
    ENGINEERING PLASTICITY AND ITS APPLICATIONS FROM NANOSCALE TO MACROSCALE, PTS 1 AND 2, 2007, 340-341 : 1 - 10
  • [38] Influence of Post-Yield Stiffness on Inelastic Seismic Response: A Stochastic Analysis
    Greco, Rita
    Monti, Giorgio
    Marano, Giuseppe Carlo
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2017, 17 (02)
  • [39] STOCHASTIC LINEARIZATION OF INELASTIC SEISMIC TORSIONAL RESPONSE - FORMULATION AND CASE-STUDIES
    KOLIOPULOS, PK
    CHANDLER, AM
    ENGINEERING STRUCTURES, 1995, 17 (07) : 494 - 504
  • [40] The damping effect on constant-ductility seismic demand spectra of inelastic structures
    Changhai Zhai
    Maohua Zhang
    Lili Xie
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS VI, 2007, 348-349 : 649 - +