根据渐进谱的统计规律生成地震加速度时程

基于美国西部80条基岩上的近场强震记录, 采用Nakayama方法生成记录的渐进谱, 并参照Kameda方式,用统计方法建立了根据震级、距离等地震参数预测渐进谱的统计模型. 提出一种以渐进谱为目标谱的生成幅值和频率非平稳地震加速度时程的迭代方法. 由于考虑了渐进谱幅值和相位的相互影响,所生成的时程的相位也是时频非平稳的,并在相位调整中识别了相位谱增量符号以加速迭代收敛进程. 最后根据统计回归的目标渐进谱模型和本文提出的拟合目标渐进谱的方法,可生成不同震级、距离条件下的幅值和频率均非平稳的地震加速度时程.      

工程地震动模拟研究综述

地震动时程输入是结构抗震设计发展的必然要求,工程地震动模拟则是确定输入时程的主要方法.以研究满足工程需要的地震动模拟技术为宗旨,阐述了工程界合成地震动的历史与现状,以及地震学方法的工程应用,并总结出相关方法的特点和适用性.最后结合工程应用的特点,对工程地震动合成的发展方向进行了展望.     

Earthquake accelerogram simulation with statistical law of evolutionary power spectrum

By using the technique for evolutionary power spectrum proposed by Nakayama and with reference to the Kameda formula, an evolutionary spectrum prediction model for given earthquake magnitude and distance is established based on the 80 near-source acceleration records at rock surface with large magnitude from the ground motion database of western U.S.. Then a new iteration method is developed for generation of random accelerograms non-stationary both in amplitude and frequency which are compatible with target evolutionary spectrum. The phase spectra of those simulated accelerograms are also non-stationary in time and frequency domains since the interaction between amplitude and phase angle has been considered during the generation. Furthermore, the sign of the phase spectrum increment is identified to accelerate the iteration. With the proposed statistical model for predicting evolutionary power spectra and the new method for generating compatible time history, the artificial random earthquake accelerograms non-stationary both in amplitude and frequency for certain magnitude and distance can be provided.     

基于渐进谱的幅值和频率非平稳人造地震动拟合

在Priestley渐进谱和常用反应谱拟合技术基础上,提出一种拟合目标渐进谱生成幅值和频率非平稳地震动加速度时程的方法。由Nakayama方法获得目标渐进谱,定义[0,2π]的随机数作为初始相位。在迭代过程中考虑渐进谱和相位的影响,同时调整合成时程的渐进谱和相位,直到满足迭代的收敛要求。本文方法合成时程不仅保留目标渐进谱的时频非平稳特性,相位也具有与实际地震动相符合的时频非平稳性。时程的相关分析表明,输入不同初相位合成的时程在统计上互不相关。