节点文献
T形截面柱的非线性分析
The nonlinear analysis of the T-shaped column
【摘要】 编制了适用于任意截面的钢筋混凝土压弯构件截面的弯矩-曲率非线性分析程序。在此基础上,计算了考虑非线性变形的异形柱弯矩-曲率关系,并研究了翼缘、轴压比等因素对异形柱强度和延性的影响,可作为异形柱研究的参考依据。
【Abstract】 A calculation program is developed to deal with the moment-curvature relationships in any reinforced concrete members with flexures and axial force. Then, the moment-curvature relationship of the special-shaped columns is calculated, and the influence of the flange and axial compression ratio on the strength and ductility of the special-shaped columns has been studied. The results are proposed as reference for the analysis of the special-shaped columns.
【关键词】 异形柱;
弯矩-曲率关系;
轴压比;
强度和延性;
【Key words】 special-shaped column; moment-curvature relationships; axial compression ratio; strength and ductility;
【Key words】 special-shaped column; moment-curvature relationships; axial compression ratio; strength and ductility;
【基金】 西安建筑科技大学校青年基金项目(AJ01038)05年陕西省自然科学基金项目
- 【文献出处】 世界地震工程 ,World Information On Earthquake Engineering , 编辑部邮箱 ,2005年03期
- 【分类号】TU375.3;
- 【被引频次】12
- 【下载频次】147