引文
1汝乃华.世界拱坝技术史大纲.上海水利水电技术,1996(1):16~332许汉铮,杨菊生.混凝土结构三维弹塑性开裂分析.工程力学,1996(增刊):400~4043李瓒.对中国建200米级以上高拱坝的几点看法.水力发电学报,1993(3):74~844朱伯芳.从拱坝的实际裂缝情况来分析边缘缝和底缝的作用.水力发电学报,1997(2):59~665RescherOJ.Archdamswithanupstreambasejoint.InternationalWaterPower&DamConstruction,1993(3):17~256BerchtemAR.RepairoftheZeuzierarchdaminSwitzerland.In:Proofthe15thICLD,Lausanne,Switzerland,1985.693~7127兰振凯,周鸿钧.有缝拱坝的试验分析.实验力学,1989(2):161~1678O′connorJPF.Themodelingofcracks,potentialcracksurfacesandconstructionjointsinarchdamsbycurvedsurfaceinterfaceelement.In:Proofthe15thICOLD.Lausanne,Switzerland,1985.389~4069FenvesGL,Mojtahedi,ReimerRB.Nonliearearthquakeanalysisofarchdamreservior.In:TenthEarthquakeEngineeringWorldConference,Madrid,Spain,1992.4595~460010杜成斌,赵光恒.带横缝拱坝的非线性地震响应.水利学报,1996(5):22~2811BologniniL,etal.Archdamsnonlinearseismicanalysisusingajointfiniteelement.In:TenthEarthquakeEngineeringWorldConference.Balkema,Roterdam,1992.4705~471012AnilMisra,etal.Mechanisticmodelforcontactbetweenroughsurfaces.JEM,1997,123(5):475~484