884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

（1 湖南工學(xué)院 衡陽  421008； 2 武漢理工大學(xué) 430070）
［提要］ 通過對鋼框架梁柱高強螺栓連接節(jié)點在循環(huán)荷載作用下的擬靜力試驗,分析了各類連接的剛度、承載能力、延性系數(shù)和能量耗散機制，并討論了剖分T型鋼連接、頂?shù)捉卿摳拱咫p角鋼連接和頂?shù)捉卿撨B接的差別。試驗結(jié)果表明，T型鋼翼緣厚度是影響剖分T型鋼連接節(jié)點性能的主要因素；在計算頂?shù)捉卿摳拱咫p角鋼連接的連接剛度和抗彎承載力時，應(yīng)考慮雙腹板角鋼的影響。
［關(guān)鍵詞］ 鋼框架 螺栓連接 滯回性能
Hysteretic Behavior of Beamtocolumn Bolt in Steel Frame/Duan Qicheng1,Li Zhibing1,Jiang Cangru2  (1 Hunan Institute of Technology，Hengyang 421008, China; 2 Wuhan University of Technology, Wuhan 430070,China)
Abstract:The pseudostatic force test of semirigid connections with bolt in steel frame under cyclic loading was carried out to obtain the hysteretic behavior. The rotational stiffness, carrying ability, ductility coefficient and energy consumption mechanism were analyzed,and the differences of three types of connection were discussed. According to the results of test, it is shown that the thickness of T type steel flange is the main factor affectin
g the connection behavior and the effect of web angle should be taken into account when calculating the rotational stiffness and the carrying ability of the topbottom angel with double web angel connections.
Keywords:steel frame; bolt connection; hysteretic behavior