Modeling response spectrum compatible pulse-like ground motion

被引:32
作者
Chen, Guan [1 ,2 ]
Beer, Michael [2 ,3 ,4 ]
Liu, Yong [1 ]
机构
[1] Wuhan Univ, Inst Engn Risk & Disaster Prevent, State Key Lab Water Resources & Hydropower Engn Sc, Wuhan 430072, Peoples R China
[2] Leibniz Univ Hannover, Inst Risk & Reliabil, D-30167 Hannover, Germany
[3] Univ Liverpool, Inst Risk & Uncertainty, Sch Engn, Liverpool L69 7ZF, Lancashire, England
[4] Tongji Univ, Int Joint Res Ctr Resilient Infrastructure, Int Joint Res Ctr Engn Reliabil & Stochast Mech, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Pulse-like ground motion; Near-fault earthquake; Response spectrum compatibility; Ground motion simulation; Trigonometric series; FLING-STEP; HILBERT TRANSFORM; STOCHASTIC-MODEL; SIMULATION; GENERATION; ACCELEROGRAMS;
D O I
10.1016/j.ymssp.2022.109177
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The seismic response analysis of near-fault pulse-like ground motions is severely restricted due to the scarcity of pulse-like records. The requirement in regulations that the response spectra of artificial ground motions should be compatible with the target response spectrum makes the relevant studies more difficult. As a result, this study proposes a trigonometric series-based stochastic method to simulate pulse-like ground motions, with the advantage that the corresponding pseudo-spectral acceleration is compatible with the given target response spectrum. This goal is achieved by two parts. (1) The envelope function of pulse-like records obtained by the Hilbert transform is utilized as the amplitude modulation function to ensure that the simulated ground motion contains a pulse. (2) A novel iteration scheme based on random frequency parameters is proposed to guarantee the response spectrum compatibility. The velocity ground motion is first simulated since the pulse usually exists in velocity. The ground-motion acceleration subsequently obtained by differentiating the velocity is adopted to calculate the response spectrum. Two cases are implemented and verified the effectiveness of the proposed method in enriching existing pulse-like databases and generating pulse-like ground motion in areas that lack records. Moreover, the amplitude modulation function and target spectrum, as two key factors in the proposed method, determines the presence of a pulse and the pulse periods, respectively. This property makes the proposed method potentially universal applicability for stochastic pulse-like ground motion simulation in engineering.
引用
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页数:14
相关论文
共 52 条
[1]   SEISMIC DISPLACEMENTS NEAR A FAULT [J].
AKI, K .
JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (16) :5359-&
[2]   Assessment of building behavior under near-fault pulse-like ground motions through simplified models [J].
Alonso-Rodriguez, Andres ;
Miranda, Eduardo .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2015, 79 :47-58
[3]  
American Society of Civil Engineers, 2017, Am. Soc. Civil Eng.
[4]   Wavelet-Based Method for Generating Nonstationary Artificial Pulse-Like Near-Fault Ground Motions [J].
Amiri, G. Ghodrati ;
Rad, A. Abdolahi ;
Hazaveh, N. Khanmohamadi .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2014, 29 (10) :758-770
[5]   Quantitative classification of near-fault ground motions using wavelet analysis [J].
Baker, Jack W. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2007, 97 (05) :1486-1501
[6]   Simulation of ground motion using the stochastic method [J].
Boore, DM .
PURE AND APPLIED GEOPHYSICS, 2003, 160 (3-4) :635-676
[7]   A predictive model for fling-step in near-fault ground motions based on recordings and simulations [J].
Burks, Lynne S. ;
Baker, Jack W. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 80 :119-126
[8]   Generation of response-spectrum-compatible artificial earthquake accelerograms with random joint time-frequency distributions [J].
Cacciola, Pierfrancesco ;
Zentner, Irmela .
PROBABILISTIC ENGINEERING MECHANICS, 2012, 28 :52-58
[9]   Spectrum-compatible accelerograms with harmonic wavelets [J].
Cecini, Domenico ;
Palmeri, Alessandro .
COMPUTERS & STRUCTURES, 2015, 147 :26-35
[10]  
Chen G., 2022, IDENTIFICATION NEAR