带有新型SIP墙板的框架结构抗震性能研究  

Research on seismic performance of framework with new SIP filled wallboard

作　　者：王曙光[1] 孙伟[1] 刘伟庆[1] 杜东升[1] 毛蓉方[1] 

机构地区：[1]南京工业大学土木工程学院,江苏南京210009

出　　处：《世界地震工程》2013年第1期108-113,共6页World Earthquake Engineering

基　　金：国家"十一五"科技支撑计划(2009BAJ28B03)

摘　　要：介绍了带有新型SIP墙板的钢筋混凝土框架结构的低周反复荷载试验,4个试件分别为一榀空框架试件、一榀未开洞的新型SIP墙板框架试件和两榀在不同位置开洞的新型SIP墙板框架试件,且4个试件的钢筋混凝土框架设计均相同,对比4个框架试件的抗震性能,得到了新型SIP墙板对框架结构抗震性能的影响。观察试验现象及分析试验结果表明,新型SIP墙板作为填充墙板对框架结构的延性、强度、耗能等抗震性能是有利的,同时新型墙板与框架结构之间的连接方式是可靠的。This article describes the test procedure of the seismic performance of reinforced concrete frame structure with the new type of SIP filled wallboard, including four speimens of low-cyclic loading test, which are a specimen of empty framework, a specimen of framework with the new type SIP wallboard and two specimens of framework with the new type SIP filled wallboard that has a hole in different location, and the reinforced concrete frame design of the four specimens is the same. Through comparison of the seismic performance of four frame specimens, the seismic performance of frame structure with the new type SIP filled wallboard was obtained. The experimental phenomena and results show that the seismic performance in respect of ductility, strength and energy dissipation of the frame structure with the new type SIP filled wallboard is favorable, and the way of the connection between the new wallboard and the frame structure is reliable.

关 键 词：新型SIP墙板 钢筋混凝土框架结构 低周反复试验 抗震性能 

分 类 号：TU375.4[建筑科学—结构工程]