Basic characteristic parameters and influencing factors of long-period ground motion records

被引:13
|
作者
Cheng, Yu [1 ]
Bai, Guo Liang [1 ]
机构
[1] Xian Univ Architecture & Technol, Coll Civil Engn, Xian, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
long-period earthquake records; characteristics of earthquake excitation; strength parameter index; earthquake magnitude; epicenter distance; site class; NEAR-FAULT; EARTHQUAKE; ACCELERATION; VELOCITY; DAMAGE; JAPAN;
D O I
10.21595/jve.2017.18006
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
199 earthquake records with reliable information are selected from the PEER and NIED firstly, and the Seismo Signal software is applied to correct the baseline of original earthquake records. Then the basic characteristics and strength parameters under near-fault/far-field long-period ground motions and common ground motions are compared. Moreover, the influence on basic strength parameters affected by earthquake magnitude, rupture distance (or epicenter distance) and site condition under near-fault/far-field long-period ground motions is analyzed one by one. Study results are obtained as follows: Near-fault earthquake has high amplitude intensity and short strong-shock duration, and its energy release process is concentrated in a short time. A Far-field earthquake has a small peak of acceleration, velocity, displacement and long strong-shock duration, and its energy release process is mild. The strength parameter index PGV/PGA under long-period ground motions is beyond 0.2, and its frequency distribution is concentrated within the low-frequency band (0.1-1.0 Hz) while the frequency distribution of common ground motions is concentrated within a relatively high-frequency band (1.0-2.3 Hz); The strength parameter indexes I-A, E-rho, P, I-C and CAV under near-fault earthquake are greater than those under far-field earthquake. For a near-fault earthquake, the parameter index PGA decreases, and the strong-shock duration increases with the earthquake magnitude from M-w 6.6 to M-w 7.3, while the parameter index PGA, PGV decreases and PGV/PGA, strong-shock duration increase with the increases of rupture distance. Site-soil condition is the key factor affecting the basic strength parameter index under far-field earthquake, and the PGA, PGV parameter indexes increase under far-field earthquake with the site soil condition from class C to D and E. It is suggested to be related to the effect of filtering out high-frequency components and amplifying low-frequency components in soft site-soil.
引用
下载
收藏
页码:5191 / 5207
页数:17
相关论文
共 50 条
  • [21] Long-period characteristics of offshore ground motion and its and intensity index
    Tan J.
    Hu J.
    Xie L.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2021, 40 (03): : 1 - 9and27
  • [22] A Preliminary Attenuation Relation of Long-period Ground Motion in Sichuan Area
    Lan, Xiaowen
    Zhao, Quanxing
    Lu, Ming
    NEAR-SURFACE GEOPHYSICS AND GEOHAZARDS, 2014, : 98 - 103
  • [23] Selection and modification of ground motion records using Newmark-Hall spectrum as target spectrum for long-period structures
    Fu Jianyu
    Wang Dongsheng
    Zhang Rui
    Chen Xiaoyu
    Earthquake Engineering and Engineering Vibration, 2023, 22 (01) : 117 - 134
  • [24] Selection and modification of ground motion records using Newmark-Hall spectrum as target spectrum for long-period structures
    Jianyu Fu
    Dongsheng Wang
    Rui Zhang
    Xiaoyu Chen
    Earthquake Engineering and Engineering Vibration, 2023, 22 : 117 - 134
  • [25] Selection and modification of ground motion records using Newmark-Hall spectrum as target spectrum for long-period structures
    Fu, Jianyu
    Wang, Dongsheng
    Rui, Zhang
    Chen, Xiaoyu
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2023, 22 (01) : 117 - 134
  • [26] Long-period ground motion characteristic of the 1999 Jiji (Chi-Chi),Taiwan,main-shock and aftershocks
    李春锋
    张旸
    赵金宝
    唐晖
    Earthquake Science, 2006, (04) : 448 - 460
  • [27] Long-period ground motion characteristic of the 1999 Jiji (Chi-Chi), Taiwan, main-shock and aftershocks
    Institute of Geophysics, China Earthquake Administration, Beijing 100081, China
    不详
    不详
    Acta Seismol Sin, 2006, 4 (448-460):
  • [28] Equivalent response estimation of structural systems subjected to long-period ground motion
    Xu L.
    Li N.
    Xie Y.
    Xie L.
    Xu, L. (xulongjun80@163.com), 1600, Tianjin University (19): : 356 - 365
  • [29] Equivalent Response Estimation of Structural Systems Subjected to Long-Period Ground Motion
    徐龙军
    李宁
    谢玉见
    谢礼立
    Transactions of Tianjin University, 2013, (05) : 356 - 365
  • [30] Equivalent Response Estimation of Structural Systems Subjected to Long-Period Ground Motion
    徐龙军
    李宁
    谢玉见
    谢礼立
    Transactions of Tianjin University, 2013, 19 (05) : 356 - 365