摘要
本文基于试验和统计结果,应用可靠度理论确定了偏心支撑钢框架结构的设计原则。给出了具有明确概率意义的在使连杆达到其设计承载力的外荷载下,偏心支撑和框架柱的受力与其设计承载力间的比例限值。
Based on the achievements of tests and statistics, the design principle of eccentric braced steelframes is determined by using reliability theory in this paper. The limit ratios of internal forces of eccen-tric braces and frame columns to their corresponding design load-bearing capacities under the actionswhich cause links to arrive at their design load-bearing capacities are proposed with definite probabili-ty meanings.
出处
《工业建筑》
CSCD
北大核心
1991年第2期22-25,共4页
Industrial Construction
