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
  • [31] Near-fault ground motion simulation of alluvial valley based on indirect boundary element method
    Liu Zhong-xian
    Liu Ying
    Meng Si-bo
    Huang Lei
    ROCK AND SOIL MECHANICS, 2021, 42 (04) : 1141 - +
  • [32] Seismic analysis and design of general self-centering braced frames under near-fault pulse-type ground motions
    Wang, Yongwei
    Xie, Yazhou
    Zhou, Zhen
    Xie, Qin
    JOURNAL OF BUILDING ENGINEERING, 2024, 96
  • [33] Inelastic Spectra to Predict Constant-Damage Energy Factor of Structures Under Near-Fault Pulse-Type Ground Motions
    Liu, Bali
    Hu, Jinjun
    Xie, Lili
    Zhai, Changhai
    JOURNAL OF EARTHQUAKE ENGINEERING, 2024, : 4241 - 4261
  • [34] Spatial distribution of near-fault ground motion
    刘启方
    袁一凡
    金星
    Earthquake Science, 2004, (02) : 200 - 210
  • [35] 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, 2020, 203
  • [36] Evaluation of ground motion scaling methods on drift demands of energy-based plastic designed steel frames under near-fault pulse-type earthquakes
    Ganjavi, Behnoud
    Hadinejad, Amirali
    Jafarieh, Amir Hossein
    STEEL AND COMPOSITE STRUCTURES, 2019, 32 (01): : 91 - 110
  • [37] Dynamic Response and Running Safety of High-Speed Railway Train-Track-Bridge System Under Near-Fault Pulse-Type Ground Motion
    Wu, Sirun
    Guo, Wei
    Jiang, Lizhong
    Yu, Zhiwu
    Zeng, Chen
    Wang, Yang
    Shao, Pin
    Huang, Renqiang
    Yang, Shun
    Liang, Guangyue
    He, Xuen
    Ye, Bailong
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2023, 24 (13)
  • [38] Simulation of Near-Fault Pulse-Like Ground Motion and Investigation of Seismic Response Characteristics in Subway Stations
    Chen, Qingjun
    Chen, Xi
    Zhao, Zhipeng
    JOURNAL OF EARTHQUAKE ENGINEERING, 2024, : 3648 - 3680
  • [39] Effects of Near-Fault Motions and Artificial Pulse-Type Ground Motions on Super-Span Cable-Stayed Bridge Systems
    Li, Shuai
    Zhang, Fan
    Wang, Jing-quan
    Alam, M. Shahria
    Zhang, Jian
    JOURNAL OF BRIDGE ENGINEERING, 2017, 22 (03)
  • [40] Simulation of near-fault bedrock strong ground-motion field by explicit finite element method
    Zhang Xiao-zhi
    Hu Jin-jun
    Xie Li-li
    Wang Hai-yun
    EARTHQUAKE SCIENCE, 2006, 19 (06) : 687 - 694