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狗骨式刚性连接钢框架结构抗震性能试验研究
引用本文:吴芸,吴华英,张溶,彭少民.狗骨式刚性连接钢框架结构抗震性能试验研究[J].武汉理工大学学报,2003,25(5):37-39.
作者姓名:吴芸  吴华英  张溶  彭少民
作者单位:武汉理工大学
基金项目:湖北省科技攻关资助项目 (2 0 0 1AA313B0 2 )
摘    要:通过对狗管式刚性连接钢框架在低周往复荷载作用下的试验,研究了该类型结构的破坏形态、变形特点、荷载—位移滞回曲线、结构耗能性能等,分析了狗管式刚性连接钢框架的受力特点及抗震性能,为其在钢结构多层或小高层中的应用提供试验依据。

关 键 词:狗管式连接  滞回曲线  耗能比
文章编号:1671-4431(2003)05-0037-03
修稿时间:2002年12月17

Experimental Study on Seismic Behaviors of Dog-bone Connection Steel Frame
Wu Yun Wu Huaying Zhang Rong Peng Shaomin Master Student,School of Civil Engineering & Architecture,WUT,Wuhan ,China..Experimental Study on Seismic Behaviors of Dog-bone Connection Steel Frame[J].Journal of Wuhan University of Technology,2003,25(5):37-39.
Authors:Wu Yun Wu Huaying Zhang Rong Peng Shaomin Master Student  School of Civil Engineering & Architecture  WUT  Wuhan  China
Affiliation:Wu Yun Wu Huaying Zhang Rong Peng Shaomin Master Student,School of Civil Engineering & Architecture,WUT,Wuhan 430070,China.
Abstract:Through the experiment with dog-bone connection steel frame under reversed cyclic loading, several characteristics of such frame behaviors, such as failure features, deformation and energy consuming ability are studied. Seismic behaviors of such steel frame are also analysed.Experimental basis is provided for multi or small-high storeys.
Keywords:dog-bone connection  hysteretic-curve  energy consuming ratio
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