Proceedings of 7th World Conference on Earthquake Engineering, held in Istanbul, Turkey, Sept.8-13, 1980
摘要
We present here a method for generating synthetic strong-motion seismograms for use as input in The dynamic analysis of structures or for the determination of response spectra or other ground-motion parameters. An important basis of the method is the concept that random variability is characteristic of earthquake source processes and must be incorporated into the source model for a realistic representation of the high-frequency end of the ground-motion spectrum.