Simulation method of near-fault pulse-type ground motion

被引:0
|
作者
田玉基
杨庆山
卢明奇
机构
[1] School of Civil Engineering and Architecture Beijing Jiaotong University Beijing 100044 China
[2] School of Civil Engineering and Architecture Beijing Jiaotong University Beijing 100044 China
基金
中国国家自然科学基金;
关键词
pulse-type ground motion; equivalent velocity pulse; low-frequency component; high-frequency component;
D O I
暂无
中图分类号
P315.9 [工程地震];
学科分类号
070801 ;
摘要
The two characteristics of near-fault ground motions, i.e., the forward directivity effect and permanent displace- ment effect, result in long period and large velocity pulse in the velocity time history and large step pulse in the displacement time history. Considering the two effects, a simple expression of continuous function for equivalent velocity pulse time history is presented in this paper. The equivalent pulse model, in which the pulse period, peak velocity and pulse shape are described by five parameters, is highly advantageous to fit and simulate the pulse-type velocity time history. The equivalent pulse model comprises only one low-frequency component while the high-frequency component of a pulse-type earthquake record cannot be considered. Based on 28 records of 11 earthquakes, the pulse frequency of pulse-type records is generally less than 1 Hz. Therefore the low-frequency component and high-frequency component are simulated respectively and combined them together to generate a pulse-type ground motion.
引用
收藏
页码:80 / 87
页数:8
相关论文
共 50 条
  • [1] Simulation method of near-fault pulse-type ground motion
    Tian, Yu-ji
    Yang, Qing-shan
    Lu, Ming-qi
    [J]. EARTHQUAKE SCIENCE, 2007, 20 (01) : 80 - 87
  • [2] Representation of near-fault pulse-type ground motions
    Xie L.
    Xu L.
    Rodriguez-Marek A.
    [J]. Earthquake Engineering and Engineering Vibration, 2005, 4 (2) : 191 - 199
  • [3] Representation of near-fault pulse-type ground motions
    谢礼立
    徐龙军
    Adrian Rodriguez-Marek
    [J]. Earthquake Engineering and Engineering Vibration, 2005, (02) : 191 - 199
  • [4] SEISMIC VULNERABILITY ANALYSIS OF PIPELINE CONSIDERING THE INFLUENCE OF NEAR-FAULT PULSE-TYPE GROUND MOTION
    Dong, Jin-Qi
    Zheng, Shan-Suo
    Xie, Xiao-Kui
    Yang, Feng
    Che, Shun-Li
    Liu, Xiao-Hang
    [J]. Gongcheng Lixue/Engineering Mechanics, 2023, 40 (05): : 104 - 116
  • [5] Identification methods of important parameters for near-fault pulse-type ground motions
    Li, Ming
    Jin, Qiao
    Liu, Yong
    Yuan, He
    Sun, Zhezhe
    [J]. ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4, 2012, 594-597 : 1688 - 1691
  • [6] Effects of near-fault pulse-type ground motion on train–track–bridge coupled system with nonlinear supports
    Tuo Zhou
    Lizhong Jiang
    Ping Xiang
    Xiang Liu
    [J]. Nonlinear Dynamics, 2023, 111 : 6213 - 6238
  • [7] Characterization of the dynamic response of structures to damaging pulse-type near-fault ground motions
    Mollaioli, F
    Bruno, S
    Decanini, LD
    Panza, GF
    [J]. MECCANICA, 2006, 41 (01) : 23 - 46
  • [8] Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions
    Changhai Zhai
    Shuang Li
    Lili Xie
    Yamin Sun
    [J]. Earthquake Engineering and Engineering Vibration, 2007, 6 : 351 - 355
  • [9] Characterization of the Dynamic Response of Structures to Damaging Pulse-type Near-fault Ground Motions
    Fabrizio Mollaioli
    Silvia Bruno
    Luis D. Decanini
    Giuliano F. Panza
    [J]. Meccanica, 2006, 41 : 23 - 46
  • [10] Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-type Near-fault Ground Motion
    Shen Yanli
    Du Xiuli
    Yang Qingshan
    [J]. ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 1867 - +