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低周反复荷载下两跨三层钢——砼组合框架受力性能的试验研究
引用本文:石启印,张科强,白国良.低周反复荷载下两跨三层钢——砼组合框架受力性能的试验研究[J].陕西理工学院学报(自然科学版),1996(3).
作者姓名:石启印  张科强  白国良
作者单位:陕西工学院建工系,西安治金建筑学院建工系
摘    要:通过一榀1/3比例的两跨三层钢梁——SC柱组合框架在低周反复荷载下的试验,验证了钢梁和角钢骨架砼柱组成框架的工作性能,同时,根据试验结果,对组合框架的破坏机制、变形、刚度和延性以及组成构件的工作性能等进行了分析研究

关 键 词:组合框架  伪静力  抗震性能

The Experimental Study of the Behaviour of the Two-lay Three-story Composite Frame Composed of Steel Beams and Steel Concrete Columns under Cyclic-loading
Shi,Qiyin.The Experimental Study of the Behaviour of the Two-lay Three-story Composite Frame Composed of Steel Beams and Steel Concrete Columns under Cyclic-loading[J].Journal of Shananxi University of Technology:Natural Science Edition,1996(3).
Authors:Shi  Qiyin
Abstract:In order to investigate the behavior of the composite frame composed of steel beams and steel concrete colums with angle lacings,the pseudo-static tests of one third scale two-lay three-story composite frame are carried out.According to the experimental results,failure mechanism,deformation,rigidity and ductility of the compsite frame are preliminarily analyzed.The working properties of the beams,the columns and the joints in the frame are also been discussed in the paper.
Keywords:Aseismic  behavior  Pseudo-static  test  Composite  frame    
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