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装配式大板房屋模型在水平荷载作用下的试验研究
引用本文:朱幼麟,刘寅生,陈芮,关启勋,寿光.装配式大板房屋模型在水平荷载作用下的试验研究[J].建筑结构学报,1980,1(2):31-46.
作者姓名:朱幼麟  刘寅生  陈芮  关启勋  寿光
作者单位:北京市建筑设计院研究所 ,北京市建筑设计院研究所 ,北京市建筑设计院研究所 ,北京市建筑设计院研究所 ,北京市建筑设计院研究所
摘    要:本文介绍了八层大板房屋模型在水平荷载作用下的静力和动力试验结果。试验表明,大板间的水平接缝和竖向接缝对结构的内力分布及刚度,都有显著影响。墙肢的刚度,由于其受拉、受压的不同,也有显著区别。整个大板房屋设计的整体性、延性和阻尼均能满足抗震要求。

收稿时间:1980-04-05
修稿时间:1980-04-05

The Model Test of Large Panel Multistory Building under Horizontal Load
Zhu Youlin,Liu Yinsheng,Chen Rui,Guan Qixun,Shou Guang.The Model Test of Large Panel Multistory Building under Horizontal Load[J].Journal of Building Structures,1980,1(2):31-46.
Authors:Zhu Youlin  Liu Yinsheng  Chen Rui  Guan Qixun  Shou Guang
Affiliation:Zhu Youlin,Liu Yinsheng,Chen Rui,Guan Qixun,Shou Guang ( Beijing Design Institute of Architecture )
Abstract:This paper reports the model test of a eight-story building with precast large panels under static and dynamic horizontal loads. The test results showed that the stress distribution within the structure and its rigidity were significantly influenced by the horizontal and vertical joints between the panels.The flexural rigidity of each wall pier under tensile condition was quite different from that under compressive condition.The test verified that the stability, ductility and damping coefficient of the designed precast large panel building has sufficient capability of earthquake resistance.
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