半刚性和狗骨式连接的钢框架试验研究  

Experimental Research on Steel Frame of Multistorey and High-rise Building

作　　者：刘曙[1] 尹静[2] 

机构地区：[1]哈尔滨工业大学深圳研究生院 [2]华中科技大学,武汉430070

出　　处：《建筑结构》2007年第6期82-84,共3页Building Structure

摘　　要：进行了比例尺为1∶2的两榀半刚性连接和一榀狗骨式刚性连接平面钢框架结构的拟静力试验,考察了半刚性连接平面钢框架结构在循环荷载作用下的弹塑性性能,了解了结构在丧失极限承载力后的破坏形态和塑性铰出现的顺序,得到了各个试件M-θr滞回曲线及骨架曲线,从而间接得到了各类连接的抗震性能。分析了各类连接的滞回性能。Pseudo-static force tests of 1 ： 2 scale models including two steel frames with semi-rigid connections and a steel frame with dog-bone rigid connections are carried out in order to obtain the elastic-plastic behavior of semi-rigid connections of steel frames under cyclic loading as well as to analyze the collapse characteristic after structural ultimate strength has lost and the coming order of plastic hinges. The M-θ curve, skeleton curve and seismic behaviors are analyzed, and all kinds of characteristic of hysterctic behavior are gained. Experimental basis is raised for design and construction of steel frames.

关 键 词：钢框架 半刚性连接 狗骨式连接 塑性铰 

分 类 号：TU391[建筑科学—结构工程]