Characterization and Representation of Near-Fault Ground Motions Using Cumulative Pulse Extraction with Wavelet Analysis

被引:42
作者
Lu, Yuan [1 ]
Panagiotou, Marios [1 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
关键词
EARTHQUAKE; BUILDINGS;
D O I
10.1785/0120130031
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
This paper investigates the presence and characteristics of multiple pulses (with dominant period T-P between 0.5 and 12 s) in historical near-fault ground-motion records. An iterative method for extracting multiple strong pulses embedded in a ground motion is presented. The method results in a representation of the pulse-like part of the ground-motion record composed of the sum of the extracted pulses. Each of the pulses is identified via wavelet analysis using the M&P wavelet. The method is used to extract multiple strong velocity pulses from the fault-normal horizontal component of 40 pulse-like ground-motion records from 17 historical earthquakes, with magnitudes ranging from M-w 6.3 to 7.9, recorded at a distance less than 10 km from the fault rupture with a peak ground velocity greater than 0: 6 m/s. Thirty-five records are found to have more than one predominant pulse, and 36 records have at least one pulse with 1 s <= T-P <= 4 s. The pulse representations (using one or more pulses) of the ground-motion records are evaluated by comparing the linear single-degree-of-freedom displacement spectra for periods ranging between 0.5 and 10 s. The effect of the following parameters of the pulse extraction method on the extracted pulses and resulting representation of the records are studied: (a) the number of extracted pulses (varying from one to three) used in the representation of the record; (b) the type of time domain (velocity or acceleration time history of the motion) at which the analysis is conducted; and (c) the three weighting functions used in the wavelet analysis. Finally, relationships between the dominant period of the extracted pulses, associated amplitudes, and earthquake magnitude are presented, indicating that the amplitude of the strongest pulses (with 1.5 s <= T-P <= 5 s) does not depend significantly on the earthquake magnitude.
引用
收藏
页码:410 / 426
页数:17
相关论文
共 44 条
[1]   SEISMIC DISPLACEMENTS NEAR A FAULT [J].
AKI, K .
JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (16) :5359-&
[2]   Behavior of moment-resisting frame structures subjected to near-fault ground motions [J].
Alavi, B ;
Krawinkler, H .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (06) :687-706
[3]   UNCERTAINTIES IN ESTABLISHING DESIGN EARTHQUAKES [J].
ANDERSON, JC ;
BERTERO, VV .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (08) :1709-1724
[4]  
[Anonymous], 2009, WAVELET TOUR SIGNAL
[5]  
[Anonymous], 2002, P 7 US NAT C EARTHQ
[6]   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
[7]   ASEISMIC DESIGN IMPLICATIONS OF NEAR-FAULT SAN-FERNANDO EARTHQUAKE RECORDS [J].
BERTERO, VV ;
MAHIN, SA ;
HERRERA, RA .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1978, 6 (01) :31-42
[8]   Near-source Strong Ground Motions Observed in the 22 February 2011 Christchurch Earthquake [J].
Bradley, Brendon A. ;
Cubrinovski, Misko .
SEISMOLOGICAL RESEARCH LETTERS, 2011, 82 (06) :853-865
[9]   Characterization of forward-directivity ground motions in the near-fault region [J].
Bray, JD ;
Rodriguez-Marek, A .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2004, 24 (11) :815-828
[10]  
Calugaru V, 2012, UCBSEMM201203