摘要
根据已有的异型节点研究资料,从受力性能、破坏状况及影响因素、抗剪承载力和节点域的设计方法介绍和分析了钢框架梁柱异型节点的研究现状,进而指出了目前研究中的不足,以供参考。
According to the existing documents on the abnormal joints,the paper introduces and analyzes the research on the status for the abnormal joints of the rigid steel frame from design methods for the stressed performance,the damage status,the influential factors,the shearing strength,and the joint region,and points out the shortages in the current research,so as to provide the reference.
出处
《山西建筑》
2012年第30期44-45,共2页
Shanxi Architecture