摘要
用小变形弹性稳定理论分析铰接连接对钢架柱稳定的影响 ,并提出满足柱刚接条件的最小节点承载要求。
The analysis of the effect on pinned connection for the column of boiler steel structure is given here by use of linear elastic stability theory The minimum load carrying capacity required for fixed connection is presented.
出处
《钢结构》
2002年第2期51-52,9,共3页
Steel Construction
关键词
铰接接头
刚接
锅炉
钢架柱
刚接
稳定
最小承载
pinned connection fixed connection stability effective length coefficient
