Ultimate strength of short steel tubular column filled with structural steel
The stress state of a composite column and a short steel tubular column filled with steel - reinforced concrete was comprehensively analyzed and rationally simplified. Based on the mechanical behavior of the composite column and the yield condition of its components , a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method. The calculated results of the proposed formula agree with the experimental ones reported in other papers.
国家科技期刊平台
NSTL
万方数据
维普
