Generation of response-spectrum-compatible artificial earthquake accelerograms with random joint time-frequency distributions

被引:54
作者
Cacciola, Pierfrancesco [1 ]
Zentner, Irmela [2 ,3 ]
机构
[1] Univ Brighton, Sch Environm & Technol, Brighton BN2 4GJ, E Sussex, England
[2] UMR EDF CNRS, Clamart, France
[3] EDF R&D, Struct Mech & Acoust Dept, Clamart, France
关键词
Ground motion; Variability; Response spectra; Simulation; INELASTIC STRUCTURAL RESPONSE; GROUND-MOTION; NONSTATIONARY; SIMULATION; MODEL; REPRESENTATION; RECORDS;
D O I
10.1016/j.probengmech.2011.08.004
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The sustained dissemination of databases of recorded accelerograms along with the increasing number of strong-motion networks installed worldwide revealed that the current methodologies for simulating artificial earthquakes possess the drawback that the simulated time-histories do not manifest the large variability of the seismological parameters as well as of the joint-time frequency distribution observed for natural accelerograms. As a consequence, the dispersion of the output of structural response analysis can be underestimated. In order to take into account the natural variability of earthquakes a methodology for simulating artificial earthquake accelerograms matching mean and mean +/- standard deviation response spectra is proposed in this paper. This dispersion can be determined from attenuation relationships or evaluated from selected accelerograms of a strong-motion database. The procedure requires the definition of an evolutionary response-spectrum-compatible power spectral density function with random parameters. It is shown in the paper that the simulated ground motion time-histories will manifest variability similar to that one observed in natural records. (c) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:52 / 58
页数:7
相关论文
共 30 条
[1]  
Ahmadi G, 1990, PROBALISTIC ENG MECH, V5, P171
[2]  
Ahmadi G., 1979, SOLID MECH ARCH, V4, P207
[3]  
[Anonymous], 2010, EUROCODE 8 DESIGN 1
[4]   Combination of modal responses consistent with seismic input representation [J].
Cacciola, P ;
Colajanni, P ;
Muscolino, G .
JOURNAL OF STRUCTURAL ENGINEERING, 2004, 130 (01) :47-55
[5]   A method for generating fully non-stationary and spectrum-compatible ground motion vector processes [J].
Cacciola, Pierfrancesco ;
Deodatis, George .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2011, 31 (03) :351-360
[6]   A stochastic approach for generating spectrum compatible fully nonstationary earthquakes [J].
Cacciola, Pierfrancesco .
COMPUTERS & STRUCTURES, 2010, 88 (15-16) :889-901
[7]   Fully nonstationary analytical earthquake ground-motion model [J].
Conte, JP ;
Peng, BF .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1997, 123 (01) :15-24
[8]  
Corotis RB., 1972, Journal of the Engineering Mechanics Division, ASCE, V98, P401
[9]   AUTO-REGRESSIVE MODEL FOR NONSTATIONARY STOCHASTIC PROCESSES [J].
DEODATIS, G ;
SHINOZUKA, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1988, 114 (11) :1995-2012
[10]   Non-stationary stochastic vector processes: Seismic ground motion applications [J].
Deodatis, G .
PROBABILISTIC ENGINEERING MECHANICS, 1996, 11 (03) :149-167