摘要
通过已有的试验数据验证了非线性推覆分析方法用于分析型钢混凝土柱的可靠性,用此方法确定了非对称截面型钢混凝土柱的分析模型,分析了当型钢混凝土柱的长度和荷载作用位置等参数变化时,随着型钢偏心距的不同型钢混凝土柱受力性能的变化情况,通过大量的计算找出了型钢偏心对整柱承载力影响的变化规律.
Firstly, using the existing experimental data, validated the reliability of nonlinear push-over analysis when it is used to analyzing of SRC columns, then, using this method, the analyzing modal of SRC columns with dissymmetrical steel were established and the properties of the SRC columns under loading with the changing length, steel placement and loading eccentricity were analyzed. By the plenty of calculation, the rule of influence of the steel placement of SRC columns on its loading-carrying capability were found.
出处
《新疆大学学报（自然科学版）》
CAS
2009年第3期368-371,共4页
Journal of Xinjiang University(Natural Science Edition)
基金
新疆大学自然科学基金资助(编号为070202)
国家自然科学基金资助(编号为50668003)
