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钢骨高强混凝土框架柱开裂荷载的试验研究
引用本文:蒋东红,王连广,刘之洋.钢骨高强混凝土框架柱开裂荷载的试验研究[J].四川建筑科学研究,2002,28(3):7-9,26.
作者姓名:蒋东红  王连广  刘之洋
作者单位:1. 东北大学土木系,辽宁,沈阳,110006
2. 沈阳建筑工程学院,辽宁,沈阳,110015
基金项目:辽宁省自然科学基金(97806011)
摘    要:在11根钢骨高强混凝土框架柱的单调,低周反复加载试验基础上,通过理论分析和相关试验数据的回归,考虑了钢骨高强混凝土框架柱与钢骨混凝土框架柱开裂荷载计算的区别,并给出了计算公式。

关 键 词:钢骨  高强混凝土  框架    开裂荷载  试验
文章编号:1008-1933(2002)03-0007-03

Study on cracking strength of steel reinforced high-strength concrete short columns
Abstract:Based on the experimental research of 11 steel reinforced high strength concrete short columns under monotonic and cyclic loading,by the result of regression related to it,the difference of calculating about cracking strength between steel reinforced high strength concrete short columns and steel reinforced concrete short columns were studied,formulas of calculating cracking strength of steel reinforced high strength concrete short columns was gained.
Keywords:steel reinforced high  strength concrete short columns  steel reinforced concrete short columns  cracking strength
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