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钢框架柱的设计规范比较(二):数例验证
侯和涛1 李国强2
摘 要

(1 山东大学土建与水利学院  济南 250061;2 同济大学土木工程学院  上海 200092)
【提要】  通过几个典型实例和标准问题,进一步了解各规范进行钢框架设计的优点与局限性。以较精确的塑性区有限元分析结果为基准,通过各规范设计方法的验算结果比较,可进一步了解我国现行钢结构设计规范设计方法的可靠度水平。
【关键词】  框架柱  设计规范  实例比较  有限元
Comparison of Present Design Codes or Standards Using for Columns Design in Steel Frames Ⅱ:Case Studies/Hou Hetao1,Li Guoqiang2(1 School of Civil Eng.,Shandong Univ.,Jinan 250061,China;2 School of Civil Eng.,Tongji Univ.,Shanghai 200092,China)
Abstract:Several elucidatory examples are used to highlight distinct advantages and limitations in each of the design approaches.The factored design strengths predicted by each of the approaches are compared to one another,and to the results from rigorous plastic zone analysis using these benchmark problems.The reliability of the present Chinese design code can be concluded from the results of the detailed comprison.
Keywords:frame column;design code;comparison of cases;finite element

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