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预应力叠合楼板抗震性能的试验研究
引用本文:陈忠汉,刘强,朱茂存,殷志文,孙荣. 预应力叠合楼板抗震性能的试验研究[J]. 苏州科技学院学报(工程技术版), 2005, 18(3): 1-5
作者姓名:陈忠汉  刘强  朱茂存  殷志文  孙荣
作者单位:苏州科技学院,土木工程系,江苏,苏州,215011
摘    要:通过预应力叠合板面内低周反复荷载的实验研究,分析了叠合板的面内剪切承载力与面内剪切刚度的变化规律,建立了板的面内剪切刚度退化表达式。试验结果表明,板的面内受力变形特性接近于现浇板,具有较好的抗震性能。

关 键 词:叠合板  横向剪切刚度  预应力板
文章编号:1672-0679(2005)03-0001-05
修稿时间:2005-06-29

Experimental Study on the Aseismatic Performance of Prestressed Concrete Laminated Void Slab
CHEN Zhong-han,LIU Qiang,ZHU Mao-chun,YIN Zhi-wen,SHUN Rong. Experimental Study on the Aseismatic Performance of Prestressed Concrete Laminated Void Slab[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2005, 18(3): 1-5
Authors:CHEN Zhong-han  LIU Qiang  ZHU Mao-chun  YIN Zhi-wen  SHUN Rong
Abstract:According the experimental results from six samples of prestressed concrete laminated void slab under reverse loading the shear capacity and shear stiffness along the slab plane was investigated.This paper proposed a formula about the shear stiffness degradation of the slab.Experimental study and analysis indicated that the properties of the prestressed concrete Laminated Void Slab are close to the cast-in-site slab and have better seismic characteristic.
Keywords:laminated void slab in-plane shear stiffness seismic characteristic
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