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地基土-桩基础-核电站辅助厂房结构相互作用体系的地震响应分析
EARTHQUAKE RESPONSE ANALYSIS OF SOIL-PILE-NUCLEAR POWER STATION AUXILIARY WORKSHOP STRUCTURE INTERACTION SYSTEM
【摘要】 本文研究了地基土-桩-核岛辅助厂房结构相互作用体系在地震激励时的“平-扭”耦联动力响应,在分析中分别采用M.Novak的近似理论,M.Novak常数法,M法,常数法计算了桩基础的阻抗函数,并考虑了在同一基础上的安全壳和另一辅助厂房对所研究的辅助厂房动力响应的影响。
【Abstract】 In the paper the "coupled horizontal-torsional dynamic response of soil-pile-nuclear island’s auxiliary workshop structure system to earthquake exitation is studied. In the analysis. the approximate theroy by M. Novak,M. Novak’s constant mathod M-method and constant method are,respectively,used to evaluate the impedance function of the pile foundation. The effects of nuclear containment shell and another auxiliary workshop structures built on the same foundation on the dynamic response of the studied auxiliary workshop are also considered.
【关键词】 相互作用;
桩基;
核电厂;
地震动力响应;
【Key words】 Interaction; Pile foundation; Nuclear power plant; Dynamic response to earthquake;
【Key words】 Interaction; Pile foundation; Nuclear power plant; Dynamic response to earthquake;
【基金】 国家核安全局资助
- 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,1995年01期
- 【分类号】TU470
- 【被引频次】35
- 【下载频次】277