节点文献
对“强柱弱梁”屈服机制的分析
Analysis on Yiehling Mechanism of Strong Column and Weak Beam
【摘要】 对钢筋混凝土框架结构的强柱弱梁设计原则进行了分析,结合工程实际震害,得出梁端超配筋现象是影响强柱弱梁的一个重要因素,归纳了造成梁端超配筋的原因,并结合工程实例具体说明梁端超配筋的形成过程,就设计过程中如何实现强柱弱梁提出了建议。
【Abstract】 The design principles of strong column and weak beam of reinforced concrete frame structure are analyzed.According to a project damage,it’s found that the super reinforcement phenomenon is an important factor effecting strong column and weak beam,and the reasons causing super reinforcement are summed up.Combined with the engineering practice,the details of forming process of the girder super reinforcement are introduced,and how to realize the strong column and weak beam in the design process is proposed.
【关键词】 框架结构;
强柱弱梁;
组合弯矩;
抗震性能;
【Key words】 Frame structure; Strong column and weak beam; Combined bending moment; Seismic performance;
【Key words】 Frame structure; Strong column and weak beam; Combined bending moment; Seismic performance;
【基金】 常州工学院自然科学研究基金项目(YH1031)
- 【文献出处】 混凝土与水泥制品 ,China Concrete and Cement Products , 编辑部邮箱 ,2011年06期
- 【分类号】TU375.4
- 【被引频次】1
- 【下载频次】111