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（1 山東大學土建與水利學院  濟南 250061；2 同濟大學土木工程學院  上海 200092）
【提要】  通過幾個典型實例和標準問題，進一步了解各規(guī)范進行鋼框架設計的優(yōu)點與局限性。以較精確的塑性區(qū)有限元分析結果為基準，通過各規(guī)范設計方法的驗算結果比較，可進一步了解我國現(xiàn)行鋼結構設計規(guī)范設計方法的可靠度水平。
【關鍵詞】  框架柱  設計規(guī)范  實例比較  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