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考虑横缝影响的拱坝动力分析
引用本文:林皋,胡志强,陈健云.考虑横缝影响的拱坝动力分析[J].地震工程与工程振动,2004,24(6):45-52,72.
作者姓名:林皋  胡志强  陈健云
作者单位:大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024;大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024;大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116024
基金项目:国家自然科学基金项目(50139010)
摘    要:本文在求解三维弹性静力摩擦接触问题的有效方法-非光滑方程组方法的基础上,通过能够近似满足动量、动能守恒条件的速度、加速度的修正方法,将该方法推广到动力接触问题的求解中,以考虑地震时拱坝中横缝的开合、错动对坝体动力响应的影响。同时文中采用由多次透射公式表示的人工边界条件来考虑坝-基动力相互作用的影响。数值算例中分析了横缝的数目和布置位置对拱坝动力响应的影响。

关 键 词:拱坝  横缝  非光滑方程组方法  动力接触
文章编号:1000-1301(2004)06-0045-08

Dynamic analysis of an arch dam considering the effects of contraction joints
Lin Gao,Hu Zhiqiang,Chen Jianyunn Univesity of Technology,Dalian ,China.Dynamic analysis of an arch dam considering the effects of contraction joints[J].Earthquake Engineering and Engineering Vibration,2004,24(6):45-52,72.
Authors:Lin Gao  Hu Zhiqiang  Chen Jianyunn Univesity of Technology  Dalian  China
Institution:Lin Gao,Hu Zhiqiang,Chen Jianyunn Univesity of Technology,Dalian 116024,China)
Abstract:In this paper, the dynamic contact problem resulted from sticking, separate and sliding occurred in the contraction joints is simulated by the non-smooth equation method combined with the consideration of the balance of momentum and kinetic energy at the current of impact. The artificial boundary condition expressed by multi-transmitting formula is adopted to simulate the propagation of the scatter wave to the infinite. Implicit-explicit integration scheme is used for the equilibrium equation of the arch dam-foundation system. The effects of the number and position of the contraction joints on the dynamic response of arch dam are studied.
Keywords:arch dam  contraction joint  non-smooth nonlinear equations method  dynamic contact
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