RESEARCH ON INTENSITY MEASURES OF SIMULATED SPATIAL VARIATION EARTHQUAKE GROUND MOTIONS

被引:0
|
作者
Shen, Yan-Li [1 ]
Yang, Qing-Shan
Yan, Ya-Guang [1 ]
机构
[1] Hebei Engn Univ, Sch Civil Engn, Handan 056038, Peoples R China
关键词
intensity measure; multiple support excitations; applicability; increment dynamic analysis;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The response spectral acceleration of single degree-of-freedom elastic oscillator on rigid mat foundation which is subjected to spatial variation earthquake ground motions was used as the intensity measure of simulating the spatial variation earthquake ground motions. To observe the applicability of the proposed intensity measure, the simulated ground motion records database and a simple structural model were established and the incremental dynamic analysis method was adopted. The results of research show that the proposed intensity measure is applicable for structural probabilistic response hazard analysis based on intensity measure of the ground motion.
引用
收藏
页码:1355 / 1360
页数:6
相关论文
共 50 条
  • [31] Impact of Spatial Variation of Ground Motions on the Seismic Performance of a Bridge Structure
    Yang, Z.
    Kun, C.
    Chouw, N.
    PROCEEDINGS OF THE 25TH AUSTRALASIAN CONFERENCE ON MECHANICS OF STRUCTURES AND MATERIALS (ACMSM25), 2020, 37 : 1007 - 1015
  • [32] Spatial Coherency Model Considering Focal Mechanism Based on Simulated Ground Motions
    Wan, Keyu
    Sun, Xiaodan
    Liu, Yu
    Ren, Kang
    Sun, Xiaoying
    Luo, Yanqing
    SUSTAINABILITY, 2022, 14 (04)
  • [33] Spatial distribution of damage potential of the 2023 Pazarcik Turkey earthquake using inelastic-response spectra of recorded and simulated ground motions
    Zengin, Esra
    Bozorgnia, Yousef
    Tamhidi, Aidin
    Mazzoni, Silvia
    EARTHQUAKE SPECTRA, 2025, 41 (01) : 126 - 145
  • [34] BASIC CONCEPTS AND PERFORMANCE MEASURES IN PREDICTION OF COLLAPSE OF BUILDINGS UNDER EARTHQUAKE GROUND MOTIONS
    Zareian, Farzin
    Krawinkler, Helmut
    Ibarra, Luis
    Lignos, Dimitrios
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2010, 19 (1-2): : 167 - 181
  • [35] An earthquake intensity measure for high-rise structures under three-dimensional earthquake ground motions
    Qiu Y.-K.
    Zhou C.-D.
    Zhang G.-W.
    Gongcheng Lixue/Engineering Mechanics, 2020, 37 (03): : 98 - 107
  • [36] ENGINEERING CHARACTERISTICS OF EARTHQUAKE GROUND MOTIONS
    WERNER, SD
    NUCLEAR ENGINEERING AND DESIGN, 1976, 36 (03) : 367 - 395
  • [37] Synthetic earthquake ground motions on an array
    Todorovska, Maria I.
    Trifunac, Mihailo D.
    Lee, Vincent W.
    Orbovic, Nebojsa
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2013, 48 : 234 - 251
  • [38] ARMA MODELS FOR EARTHQUAKE GROUND MOTIONS
    CHANG, MK
    KWIATKOWSKI, JW
    NAU, RF
    OLIVER, RM
    PISTER, KS
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1982, 10 (05): : 651 - 662
  • [39] Observed and simulated ground motions in the San Bernardino basin region for the hector mine, California, earthquake
    Graves, RW
    Wald, DJ
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2004, 94 (01) : 131 - 146
  • [40] Characteristics and selection of near-fault simulated earthquake ground motions for nonlinear analysis of buildings
    Kenawy, Maha
    Mccallen, David
    Pitarka, Arben
    EARTHQUAKE SPECTRA, 2023, 39 (04) : 2281 - 2322