TAJIMI H.A statistical method of determining the maximum response of a building structure during an earthquake[C]∥Proc2nd World Conference on Earthquake Engineering.Tokyo and Kyoto,1960,II:781-798.
欧进萍,牛荻涛.地震地面运动随机过程模型的参数及其结构效应[J].哈尔滨建筑工程学院学报,1990,23(2):24-34.OU Jin-ping,NIU Di-tao.Parameters in the random process models of earthquake ground motion and their effects on theresponse of structures[J].J Ha'rbin Archit&Civ Eng Inst,1990,23(2):24-34.(in Chinese)
薛素铎,王雪生,曹资.基于新抗震规范的地震动随机模型参数研究[J].土木工程学报,2003,36(5):5-10.XUE Su-duo,WANG Xue-sheng,CAO Zi.Parameters study on seismic random model based on the new seismic code[J].China Civil Engineering Journal,2003,36(5):5-10.(in Chinese)
韦晓,王君杰,袁万城,等.桥梁抗震设计规范实用功率谱[J].同济大学学报,2000,28(1):98-102.WEI Xiao,WANG Jun-jie,YUAN Wan-cheng,et al.Applicable power spectral density functions for seismic design code ofbridge[J].Journal of Tongji University,2000,28(1):98-102.(in Chinese)
张亚辉,陈艳,李丽媛,等.桥梁抗震随机响应分析及输入功率谱研究[J].大连理工大学学报,2007,47(6):786-792.ZHANG Ya-hui,CHEN Yan,LI Li-yuan,et al.Seismic random vibration analysis of bridges and production of input powerspectrum[J].Journal of Dalian University of Technology,2007,47(6):786-792.(in Chinese)
Building seismic safety council national institute of building sciences.NEHRP recommended provisions for seismic regulationsfor new buildings and other structures(FEMA 450),2003 Edition,Part 1:Provisions[S].Washington,DC,2004
European Committee for Standardization.Eurocode 8:Design of structures for earthquake resistance—Part 1:General rules,seismic actions and rules for buildings,EN 1998-1[S].2005.
李英明,刘立平,赖明.工程地震动随机功率谱模型的分析与改进[J].工程力学,2008,25(3):43-48.LI Ying-ming,LIU Li-ping,LAI Ming.Analysis and improvement of power random spectra of strong ground motions forengineering purpose[J].Engineering Mechanics,2008,25(3):43-48.(in Chinese)
俞言祥,胡聿贤.关于上海市《建筑抗震设计规程》中长周期设计反应谱的讨论[J].地震工程与工程振动,2000,20(1):27-34.YU Yan-xiang,HU Yu-xian.Discussion on the long-period design spectrum in“A Seismic Design Code for Buildings”ofShanghai[J].Earthquake Engineering and Engineering Vibration,2000,20(1):27-34.(in Chinese)
KANAI K.Semi-empirical formula for seismic characteristic of the ground[J].Bulletin of the Earthquake Research Institute,University of Tokyo,1957,35:309-325.
洪峰,江近仁,李玉亭.地震地面运动的功率谱模型及其参数的确定[J].地震工程与工程振动,1994,14(2):104-109.HONG Feng,JIANG Jin-ren,LI Yu-ting.Power spectral models of earthquake ground motions and evaluation of its parameters[J].Earthquake Engineering and Engineering Vibration,1994,14(2):104-109.(in Chinese)
丁阳,张笈玮,李忠献.对应地震反应谱的当量功率谱密度函数的数值算法[J].地震工程与工程振动,2008,28(6):148-153.DING Yang,ZHANG Ji-wei,LI Zhong-xian.Anumerical algorithm for equivalent power spectral density functionscorresponding to seismic response spectra[J].Earthquake Engineering and Engineering Vibration,2008,28(6):148-153.(in Chinese)
