Propagating waves in the steel, moment-frame factor building recorded during earthquakes

被引:98
作者
Kohler, Monica D. [1 ]
Heaton, Thomas H.
Bradford, Samuel C.
机构
[1] Univ Calif Los Angeles, Ctr Embedded Networked Sensing, Los Angeles, CA 90095 USA
[2] CALTECH, Dept Civil Engn, Pasadena, CA 91125 USA
[3] CALTECH, Jet Prop Lab, Pasadena, CA 91109 USA
关键词
D O I
10.1785/0120060148
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
Wave-propagation effects can be useful in determining the system identification of buildings such as the densely instrumented University of California, Los Angeles, Factor building. Waveform data from the 72-channel array in the 17-story moment-resisting steel frame Factor building are used in comparison with finite-element calculations for predictive behavior. The high dynamic range of the 24-bit digitizers allows both strong motions and ambient vibrations to be recorded with reasonable signal-to-noise ratios. A three-dimensional model of the Factor building has been developed based on structural drawings. Observed displacements for 20 small and moderate, local and regional earthquakes were used to compute the impulse response functions of the building by deconvolving the subbasement records as representative input motions at its base. The impulse response functions were then stacked to bring out wave-propagation effects more clearly. The stacked data are used as input into theoretical dynamic analysis simulations of the building's response.
引用
收藏
页码:1334 / 1345
页数:12
相关论文
共 15 条
[1]  
[Anonymous], 2002, P 3 WORLD C STRUCT C
[2]  
[Anonymous], 1997, ETABS 3 DIMENSIONAL
[3]   The observed wander of the natural frequencies in a structure [J].
Clinton, JF ;
Bradford, SC ;
Heaton, TH ;
Favela, J .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2006, 96 (01) :237-257
[4]  
Hall JF., 1995, EARTHQ SPECTRA, V11, P569, DOI [DOI 10.1193/1.1585828, 10.1193/1.1585828]
[5]   Drift spectrum: Measure of demand for earthquake ground motions [J].
Iwan, WD .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (04) :397-404
[6]   Earthquake and ambient vibration monitoring of the steel-frame UCLA Factor building [J].
Kohler, MD ;
Davis, PM ;
Safak, E .
EARTHQUAKE SPECTRA, 2005, 21 (03) :715-736
[7]  
KOHLER MD, 2006, P 4 CHIN JAP US S ST, P21
[8]   Case studies of damage to tall steel moment-frame buildings in southern California during large San Andreas earthquakes [J].
Krishnan, Swarninathan ;
Ji, Chen ;
Komatitsch, Dimitri ;
Tromp, Jeroen .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2006, 96 (04) :1523-1537
[9]  
Safak E, 1999, J STRUCT ENG-ASCE, V125, P426
[10]   Identification, model updating, and response prediction of an instrumented 15-story steel-frame building [J].
Skolnik, Derek ;
Lei, Ying ;
Yu, Eunjong ;
Wallace, John W. .
EARTHQUAKE SPECTRA, 2006, 22 (03) :781-802