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核心单筒式高层悬挂结构考虑土—结构共同作用的动力分析

DYNAMIC ANALYSIS OF HANGING STRUCTURE OF TALL BUILDING WITH SINGLE CORE TUBE CONSIDERING INTERACTION OF SOIL AND STRUCTURE

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【作者】 杨允表; 黄剑源;

【Author】 YANG Yun-biao (Bridge Engineering Department of Tongji University,Shanghai 200092 China)HUANG Jian-yuan (Civil and Architectural Engineering Department of Ningbo University,Ningbo 315211 China)

【机构】 同济大学桥梁工程系!上海; 200092; 宁波大学土建系!浙江宁波; 315211;

【摘要】 分析了核心单筒式高层悬挂结构考虑土-结构相互作用的动力特性,推导了适合于分析此结构与土动力相互作用的基本方程与核筒的单元刚度矩阵,得出了高层悬挂结构对于抗振是有利的结论,并且提出了前3个周期的近似计算公式.

【Abstract】 The dynamic property of hanging structure of single core tube regarding to the interaction of soil and structure is analyzed. The fundamental equation suited for analyzing the interaction is given. It can also be obtained that hanging structure of tall building has good anti-seismic properties. The approximate formula used to calculate the first three periods are also given.

  • 【文献出处】 宁波大学学报(理工版) ,JOURNAL OF NINGBO UNIVERSITY(NATURAL SCIENCE & ENGINEERING EDITION) , 编辑部邮箱 ,1999年01期
  • 【分类号】TU351
  • 【被引频次】4
  • 【下载频次】86
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