摘要
《钢结构设计规范中》提出要考虑半刚性节点的连接变形影响,但并未给出理论公式。针对半刚性节点工字钢柱-工字钢梁,方钢管柱-工字钢梁这2种半刚性节点,对节点的连接形式和理论研究归纳总结,为我国的钢结构设计规范的修订提供参考。
It is proposed that consider the effect of semirigid nodes connection deformation in ＂Code for De- sign of Steel Structure＂, but it does not provide the theoretical formula. For semirigid nodes, H steel column-H steel beam and square steel tube columns-H steel beam,link to node form and theoretical research are summa- rized, providing the reference for the revision of our country＇s steel structure design code.
出处
《江苏建筑》
2012年第4期25-27,33,共4页
Jiangsu Construction
关键词
半刚性
节点
性能分析
semirigid
node
charactristics analysis
