CONDITIONED SIMULATION OF LOCAL-FIELDS OF EARTHQUAKE GROUND MOTION

被引:95
作者
VANMARCKE, EH [1 ]
FENTON, GA [1 ]
机构
[1] TECH UNIV NOVA SCOTIA,DEPT APPL MATH,HALIFAX B3J 2X4,NS,CANADA
关键词
EARTHQUAKES; EXCITATION; GROUND MOTION; LIFELINES; MONTE-CARLO METHOD; MULTI-SUPPORT SYSTEMS; PROBABILITY DISTRIBUTIONS; RANDOM FIELDS; SEISMIC SAFETY; SIMULATION;
D O I
10.1016/0167-4730(91)90018-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Over distances between supports of typical multi-support structures, high-frequency components of earthquake ground motions tend to be weakly correlated in space and low-frequency components highly correlated. Random field theory, substantiated by empirical data from dense strong-motion arrays, allows engineering characterization of the stochastic input for seismic analysis of multi-support structures, in terms of frequency-dependent spatial correlation functions. The paper extends the methodology of "kriging" (linear estimation theory applied to random functions) to simulation of a local field of earthquake ground motions, consistent with given information about the motions' frequency content and space-time correlation, at an arbitrary set of locations on the free-field surface. Recorded motions may be specified at one or more locations, and the method produces compatible accelerograms at local-field points where the motion has not been recorded. Methodology is first developed for conditional simulation of quadrant symmetric space-time random fields; it is then extended to nonstationary fields and the application to earthquake ground motion simulation is illustrated through several examples.
引用
收藏
页码:247 / 264
页数:18
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