首页 | 本学科首页   官方微博 | 高级检索  
     检索      

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
引用本文:应稼年,王荣昌,俞载道.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[J].地震工程与工程振动,1995(1).
作者姓名:应稼年  王荣昌  俞载道
作者单位:同济大学结构理论研究所,同济大学结构理论研究所,同济大学结构理论研究所 中国上海 200092,中国上海 200092,中国上海 200092
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。

关 键 词:相互作用  桩基  核电厂  地震动力响应

EARTHQUAKE RESPONSE ANALYSIS OF SOIL-PILE-NUCLEAR POWER STATION AUXILIARY WORKSHOP STRUCTURE INTERACTION SYSTEM
Ying Jianian Wang Rongchang Yu Zaidao.EARTHQUAKE RESPONSE ANALYSIS OF SOIL-PILE-NUCLEAR POWER STATION AUXILIARY WORKSHOP STRUCTURE INTERACTION SYSTEM[J].Earthquake Engineering and Engineering Vibration,1995(1).
Authors:Ying Jianian Wang Rongchang Yu Zaidao
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.
Keywords:Interaction  Pile foundation  Nuclear power plant  Dynamic response to earthquake
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号