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小湾拱坝的地震反应分析
引用本文:谢能刚,高健,王德信.小湾拱坝的地震反应分析[J].河海大学学报(自然科学版),1999,27(5):115-118.
作者姓名:谢能刚  高健  王德信
作者单位:1. 河海大学土木工程学院,南京,210098
2. 浙江水利专科学校,杭州,310016
摘    要:在对小湾拱坝的三维系统进行地震分析中,考虑坝体与库水的耦合作用,分别采用线弹性模型及非线性模型进行计算,得到了系统的自振特性及动力反应结果。结果表明,坝水耦合作用提高了坝的整体质量,降低了自振频率;伸缩横缝削弱了拱坝的整体刚度,对拱坝地震反应产生较强的非线性影响。

关 键 词:坝水耦合作用  振型叠加法  自振特性  地震反应
修稿时间:1998-09-29

Seismic Response Analysis for Xiaowan Arch Dam
Xie Nenggang,Gao Jian,Wang Dexin.Seismic Response Analysis for Xiaowan Arch Dam[J].Journal of Hohai University (Natural Sciences ),1999,27(5):115-118.
Authors:Xie Nenggang  Gao Jian  Wang Dexin
Abstract:With consideration of the coupling reaction between the dam and the reservoir water,by use of the linear elastic model and the non linear model separately,the seismic responses of the 3 D system of Xiaowan arch dam is analysed,and the characteristics of free vibration and seismic response results of the system are obtained.The coupling reaction between the dam and the reservoir water improves the whole quality and reduces free vibration frequency of the dam.The presence of lateral contraction joints weakens the whole rigidness and exerts strong non linear effect on the dam.
Keywords:coupling reaction between the dam and the reservoir water  modal superposition method  character of free  vibration  seismic response  
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