%0 Journal Article
%T CALCULATION METHODS FOR ULTIMATE MOMENT CAPACITY OF SRC COLUMNS WITH T-SHAPED STEEL<br>T形型钢混凝土柱正截面承载力的计算方法探讨
%A 王秋维
%A 史庆轩
%J 力学与实践
%D 2008
%I 
%X The calculation method for bearing capacity of concrete columns reinforced with I-shaped steel is modified for SRC columns reinforced with T-shaped steel and their mechanical properties and failure modes are analyzed. Combining with the current national codes, the calculation methods and formulas of ultimate moment capacity of this kind of columns are proposed and heights of the concrete pressured region in two situations are compared. The bearing capacity of one SRC column with T-shaped steel is checked using above formulas and the results agree well with the experimental data, and this numerical example shows that the suggested method has a good precision.
%K T-shaped steel
%K the normal section bearing capacity
%K the test of pressure and bending loaded
%K loading angle
%K energy dissipating capacity
%K seismic-resistant behavior<br>T形钢骨
%K 正截面承载力
%K 压弯试验
%K 加载角度
%K 耗能能力
%K 抗震性能
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=12EC31678C6D869BF550AD01F3209D84&yid=67289AFF6305E306&vid=340AC2BF8E7AB4FD&iid=94C357A881DFC066&sid=B91E8C6D6FE990DB&eid=DB817633AA4F79B9&journal_id=1000-0879&journal_name=力学与实践&referenced_num=1&reference_num=13