摘要
通过对钢筋混凝土扁梁边节点加载试验,对扁梁宽度为3倍柱宽度的有边梁扁梁边节点和无边梁扁梁边节点的破坏机制、承载力、变形、裂缝和破坏形态等性能进行对比分析,突破《建筑抗震设计规范》(GB 50011-2001)对扁梁截面宽度限值的要求,为钢筋混凝土扁梁边节点的设计方法及工程应用提供参考。
It is compared and analyzed that the failure mechanism, bearing capacity, deformation and rupture forms of edge joints through loading test with and without reinforced concrete flat beams, whose width height ratio is 3. It is also made a breakthrough at the requirements for section width limit of flat beams in ＂Code for Seismic Design of Buildings＂ （GB50011 -2001 ）,which provides a reference provided for design methods and engineering application of edge joints for reinforced concrete flat beams.
出处
《工业建筑》
CSCD
北大核心
2007年第7期33-35,共3页
Industrial Construction
基金
建设部研究开发项目(05-K1-38)
吉林建筑工程学院青年骨干教师基金资助项目(200102)
关键词
钢筋混凝土扁梁
边节点
破坏机制
设计建议
reinforced concrete flat beams edge joints failure mechanism design suggestion
