Simulation method of near-fault pulse-type ground motion

被引:12
|
作者
Tian, Yu-ji
Yang, Qing-shan [1 ]
Lu, Ming-qi [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R 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
10.1007/s11589-007-0080-5
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The two characteristics of near-fault ground motions, i.e., the forward directivity effect and permanent displacement 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
  • [21] Simulation of Near-Fault Strong Ground Motion in the Beijing Region
    Haruko Sekigguchi
    Earthquake Research in China, 2007, (03) : 281 - 292
  • [22] Energy spectrum of near-fault ground motion considering pulse effects
    Chen, Xi
    Chen, Qingjun
    Liao, Cong
    Zhendong yu Chongji/Journal of Vibration and Shock, 2024, 43 (22): : 305 - 317
  • [23] Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis
    Tuo Zhou
    Lizhong Jiang
    Ping Xiang
    Zhipeng Lai
    Yuntai Zhang
    Xiang Liu
    Bulletin of Earthquake Engineering, 2022, 20 : 6167 - 6192
  • [24] Effects of near-fault pulse-type ground motions on high-speed railway simply supported bridge and pulse parameter analysis
    Zhou, Tuo
    Jiang, Lizhong
    Xiang, Ping
    Lai, Zhipeng
    Zhang, Yuntai
    Liu, Xiang
    BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (11) : 6167 - 6192
  • [25] Seismic Damage Control of Bridge Bents Retrofitted with Structural Fuse Under Near-fault Pulse-type Ground Motions
    Shi Y.
    Zhang Z.
    Qin H.
    Pei Y.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 32 (01): : 223 - 237
  • [26] Simulation of artificial random field of near-fault earthquake ground motion
    Ni, YJ
    Zhu, X
    Wu, JP
    Huang, SM
    PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING: NEW FRONTIER AND RESEARCH TRANSFORMATION, 2004, : 100 - 105
  • [27] Seismic mitigation performance of structures with viscous dampers under near-fault pulse-type earthquakes
    Hu, Gaoxing
    Wang, Yanan
    Huang, Wei
    Li, Bin
    Luo, Bin
    Engineering Structures, 2021, 203
  • [28] Probabilistic analysis of high-speed train safety on bridges under stochastic near-fault pulse-type ground motions
    Guo, Peidong
    Zhao, Han
    Xiang, Ping
    Liu, Xiang
    Tan, Jincheng
    Jiang, Lizhong
    PROBABILISTIC ENGINEERING MECHANICS, 2023, 74
  • [29] Seismic response of geostructures to obliquely incident pulse-type near-fault P and SV waves
    Mohammadnezhad, Hamid
    Bidaki, Shayan Zare
    Hariri-Ardebili, M. Amin
    Noorbakhsh-Saleh, Majed
    ENGINEERING STRUCTURES, 2025, 330
  • [30] Effects of near-fault pulse-type ground motions on the seismic responses of a long-span cable-stayed bridge
    Zhang F.
    Li S.
    Yan X.
    Wang J.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2017, 36 (21): : 163 - 172and184