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某高层建筑地震反应分析
引用本文:黄行松,邹昀.某高层建筑地震反应分析[J].江南大学学报(自然科学版),1998(4).
作者姓名:黄行松  邹昀
作者单位:厦门市建筑设计院(黄行松),无锡江南学院建筑工程系!无锡,214063(邹昀)
摘    要:依据层间剪切模型和考虑了刚度退化的三线型恢复力模型,编制了结构地震弹塑性分析程序。利用此程序对厦门圆珠笔厂厂房的结构进行了分析,得出该结构在7度地震作用下基本上处于弹性状态,并且是足够安全的。

关 键 词:地震弹塑性分析  层间剪切模型  位移  加速度

An Analysis of the Earthquake Behavior of a High-Rising Building
Huang Xingsong, Zou Yun.An Analysis of the Earthquake Behavior of a High-Rising Building[J].Journal of Southern Yangtze University:Natural Science Edition,1998(4).
Authors:Huang Xingsong  Zou Yun
Institution:Huang Xingsong; Zou Yun
Abstract:According to the sheallng model between floors and considering the 3 - line restorable force model of degenerated stiffness, the earthquake elasticity and plasticity program is compiled. The stucture behavior of the ball - pen factory in Xiamen is analysed by using the program. Then, it can be shown that the structure which is subjected to earthquake action at 7 degree is under elastic state and thus safe enough.
Keywords:earthquake elasticity and plasticity analysis  shearing model between floors  displacement  acceleration  
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