BEHAVIOR OF LONG SPAN RIGID FRAME RC BRIDGES SUBJECTED TO SPATIAL VARYING GROUND MOTION: (1) GENERATION OF SPATIAL VARYING GROUND MOTION BASED ON PHASE DIFFERENCE SPECTRUM
Abstract:This paper presented a method to simulate the spatial varying ground motion with time-frequency non-stationarity, which combined the knowledge of stochastic process and phase-difference spectrum. This method with some empirical power spectrum density (PSD) models, coherency function models and the models of apparent velocity can make it easy and directly to be done that generates the spatial varying ground motions because of importing the concept of phase-difference. At last, some illustrations were presented to prove that this method aforementioned is effective and can be used in the response analyses of structure subjected to multiple input ground motion.
[5]Giorgio Monti, Camillo Nuti, Paola E Pinto. Nonlinear respouse of bridges under multisupport excitation [J].Journal of Structural Engineering, 1996, 122(10):1147.
[6]Hao H.Oliveira C S. Penzien J. Multiple-station ground motion processing and simulation based on SMART-1 array data [J].Engineering and Design, 1989(111):293-310.
[7]朱位秋.随机振动[M].北京:科技出版社,50.
[8]Feng Q M,Hu Y X. Spatial correlation of earthquake motion and its effect on structural response[C].Proc. USPRC Bilateral Workshop on Earthquake Engineering, 1982,1:A-S-1-A-5-14.
[9]Harichandran R .Vanmarcke E. Stochastic variation of earthquake ground motion in space and time [J].ASCE, Journal of Engineering Mechanics, 1986, 112(2):154-174.
[10]Loh C H,Lin S U. Directionality and simulation in spatial variation of seismic waves[J].Eng. Struch,1990,12(2):134-143.
[11]Harichandran R S, Wang W. Response of simple beam to spatially varying earthquake excitation[J].Journal of Engineering Mechanics,ASCE,1988,(9):1526-1541.
[12]Harichandran R S, Wang W. Response of indeterminate two-span beam to spatially varying seismic excitation [J].Earthquake Engineering & Structural Dynamic, 1990,19:173-187.
[13]Gerver A. Kseponse of muti-span beams to spatially incoherent. Seismic ground motions [J].Earthquake Engineering & Structural Dynamic, 1990, 19:819-832.
[14]Zerver A. Effect of spatial variability and propagation of seismic ground motions on the response of multiply supported structures[J].Probabilistic Engrg. meth. Essex, U. K, 1991, (6): 212-221.
[15]Thomas E Price. Effects of spatially varying ground motions on short bridges[J].Journal of Structural Engineering,1998,124(8).
[16]Abrahamson N A .Schneider J E,Stepp J C. Empirical spatial coherence function for application to sonic structure in interaction analysis[J].Earthquake Spectra,1991,7(1):1-27.
[17]Nakamura H.Yamazaki F. Spatial variation of earthquake ground motion based on Chiba array records[C].Proc. 9 JEES, 1994, (1).Tokyo, Japan.439-444.
[21]Der Kiureghian A,Neuenhofer A. Response spectrum method for multiple support seismic excitation[J].Int.J. Earthquake Engrg. And Struct. Dynamics, 1992, 21:713-740.
[22]Vanmarcke E H. Structural response to earthquakes [J].Seismic Risk and Engineering Decision (Lomnitz C ed).McGraw-Hill. New York NY, 1977:287-337.