| 结构-地基体系水平与扭转位移耦合效应研究 |
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| 引用本文： | 姜南,赵慧芳.结构-地基体系水平与扭转位移耦合效应研究[J].地震工程与工程振动,2011,31(5):142-148. |
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| 作者姓名： | 姜南 赵慧芳 |
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| 作者单位： | 1. 天津大学建筑工程学院,天津300072;天津市非线性动力学与混沌控制重点实验室,天津300072
2. 河南省电力勘测设计院,河南郑州,450007 |
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| 基金项目： | 国家自然科学基金资助项目(50878143) |
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| 摘 要： | 采用动力理论对地基-结构非线性相互作用体系的振动方程进行了定性分析.基于多线性随动强化模型,采用非线性有限元法求解了基础和地基土之间的水平刚度与摇摆刚度,建立了结构-地基非线性相互作用体系的力学模型.利用拉格朗日能量法推导了结构水平位移和扭转相耦合的振动方程.采用多尺度法研究了结构-地基相互作用体系的主共振.通过分析不...
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| 关 键 词： | 相互作用体系 非线性 主共振 耦合效应 能量传递 |
Research on horizontal and torsional displacement coupling effect of structure-soil system |
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| JIANG Nan,ZHAO Huifang.Research on horizontal and torsional displacement coupling effect of structure-soil system[J].Earthquake Engineering and Engineering Vibration,2011,31(5):142-148. |
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| Authors: | JIANG Nan ZHAO Huifang |
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| Institution: | JIANG Nan1,3,ZHAO Huifang2 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China,2.Henan Electric Power & Survey Design Institute,Zhengzhou 450007,3.Tianjin Key Laboratory of Nonlinear Dynamics and Chaos Control,China) |
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| Abstract: | In this paper,the vibration equation of the structure-soil nonlinear interaction system is qualitatively analyzed by using the modern dynamic theory.Based on the multi-linear kinematic hardening mode,the nonlinear finite element method is applied to the solution of horizontal and torsional stiffness for foundation and soil interaction system.And a mechanical model of the structure-soil nonlinear interaction system is established.The Lagrange energy method is used to derive the coupling vibration equation of... |
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| Keywords: | interaction system non-linear primary resonance coupling effect energy transfer |
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