中外规范型钢混凝土梁承载力计算比较  

COMPARISON OF BEARING CAPACITY CALCULATION METHOD IN THE SPECIFICATIONS FOR STEEL ENCASED CONCRETE BEAMS

作　　者：陈长美[1] 钱江[1] 

机构地区：[1]同济大学,上海200092

出　　处：《低温建筑技术》2012年第2期42-44,共3页Low Temperature Architecture Technology

摘　　要：总结国内外型钢混凝土的相关资料,查阅了各种规范中型钢混凝土梁的正截面受弯承载力和斜截面受剪承载力的计算公式,进行比较分析。结合型钢混凝土梁试验数据,对我国型钢混凝土组合结构技术规程和钢骨混凝土结构设计规程中的承载力计算方法和结果进行了比较分析,讨论了两部规程的选用原则及其适用范围。Based on the domestic and foreign relevant information of steel encased concrete,comparison and analysis of the flexural capacity and shear capacity calculation method of some specifications are presented.The comparison and analysis of the calculation method and calculation results of the two domestic specifications are made by means of experimental date of steel encased concrete beams.According to the results of the comparative analysis,principles chosen and suitable scope of two specifications are presented for engineering application.

关 键 词：型钢混凝土梁 受弯承载力 受剪承载力 

分 类 号：TU392.1[建筑科学—结构工程]