Synthesis of strong ground motions at two rock stations during the great Wenchuan earthquake from a hybrid source model

被引:2
|
作者
Tao Xiaxin [1 ,2 ]
Liu Haiming [3 ]
Wang Liyuan [2 ]
Jiang Wei [2 ]
机构
[1] Harbin Inst Technol, Harbin 150090, Peoples R China
[2] China Earthquake Adm, Inst Engn Mech, Harbin 150080, Peoples R China
[3] China Merchants Chongqing Commun Res & Design Ins, Chongqing 400067, Peoples R China
基金
对外科技合作项目(国际科技项目);
关键词
Strong ground motion; Synthesis; Hybrid source model; Wenchuan earthquake; RUPTURE PROCESS; SIMULATION; CALIFORNIA;
D O I
10.4028/www.scientific.net/AMM.353-356.1923
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to study the characteristics of ground motions at the two dam sites damaged during the great Wenchuan earthquake in 2008, the motions at two observation stations nearby are synthesized in this paper. 30 finite fault based hybrid source models of the great Wenchuan earthquake with magnitude 8.0 is built. The global and local parameters are both generated from the truncated Normal distribution with mean and standard deviation values estimated by a set of semi-experiential calibration laws and from the regional seismo-tectonics, structure of the crust, and seismicity. A representative source model is then chosen from the corresponding response spectrum mostly close to the average one. The result motions are presented, and the characteristics of the time histories, response spectra and the peak accelerations are quite close to the recordings.
引用
收藏
页码:1923 / +
页数:3
相关论文
共 42 条
  • [1] Synthesis of strong ground motions at two rock stations during the great Wenchuan earthquake
    Tao, X. (taoxiaxin@yahoo.com.cn), 1600, Chinese Society of Civil Engineering (46):
  • [2] Synthesis of strong ground motions at two dam sites during the great Wenchuan earthquake
    Liu Haiming
    Tao Xiaxin
    Wang Liyuan
    Jiang Wei
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1934 - +
  • [3] Source model of the great Wenchuan earthquake 8.0 for synthesis of strong ground motion
    Liu, H. (liuhaiming@cmhk.com), 1600, Chinese Society of Civil Engineering (46):
  • [4] Characterized Source Model for Simulating Strong Ground Motions during the 2008 Wenchuan Earthquake
    Kurahashi, Susumu
    Irikura, Kojiro
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2010, 100 (5B) : 2450 - 2475
  • [5] Site dependence of far-source ground motions during the Wenchuan earthquake
    Longjun Xu 1
    Earthquake Science, 2009, 22 (05) : 531 - 537
  • [6] Site dependence of far-source ground motions during the Wenchuan earthquake
    Xu, Longjun
    Yu, Haiying
    Cao, Wenhai
    Xie, Lili
    EARTHQUAKE SCIENCE, 2009, 22 (05) : 531 - 537
  • [7] Source model for generating strong ground motions during the 2011 off the Pacific coast of Tohoku Earthquake
    Kurahashi, Susumu
    Irikura, Kojiro
    EARTH PLANETS AND SPACE, 2011, 63 (07): : 571 - 576
  • [8] Source model for generating strong ground motions during the 2011 off the Pacific coast of Tohoku Earthquake
    Susumu Kurahashi
    Kojiro Irikura
    Earth, Planets and Space, 63
  • [9] Building Damage Criteria from Strong Ground Motion Characteristics during the 2008 Wenchuan Earthquake
    Wang, Xin
    Masaki, Kazukai
    Irikura, Kojiro
    JOURNAL OF EARTHQUAKE ENGINEERING, 2011, 15 (07) : 1117 - 1137
  • [10] Modelling of Strong Ground Motions from 1991 Uttarkashi, India, Earthquake Using a Hybrid Technique
    Dinesh Kumar
    S. S. Teotia
    V. Sriram
    Pure and Applied Geophysics , 2011, 168 : 1621 - 1643