摘要
本文基于国产材料的特性参数和试验数据,对高层钢框架柱子的可靠度及抗力分项系数作了评估。目的是为把国内钢材用于高层建筑钢结构和编制相应的设计规程提供理论依据。
Based on properties of parameters and test data of dom-estic steel,this paper analyses the reliability and partial coefficient forresistance of steel frame columns of tall builings.The result may serveas a scientific basis.It is not only for domestic steel instead of importedsteel in building tall steel structures,but also for compiling concerendstandards.
基金
建设部自然科学基金
国家自然科学基金
关键词
钢结构
框架
柱
概率
高层建筑
property of parameter
reliability of frame column
probabilistic evaluation
partial coefficient for resistance
tall building
