外包钢构件的分析  

Analysis of Steel Outside Wrapping Member

作　　者：王琦[1] 王宏宇 杨晓庄[1] 

机构地区：[1]黑龙江商学院建筑工程系，黑龙江 哈尔滨 150076 [2]黑龙江化工建设总公司，黑龙江 哈尔滨 150076

出　　处：《黑龙江商学院学报》2000年第3期61-64,共4页Journal of Harbin Commercial University(Natural Sciences Edition)

摘　　要：较系统地介绍了外包钢构件的分析方法，导出了确定中性轴位置的公式，用数据和图形说明了中性轴的位置随参量的变化情况，简述了截面最大应力和挠度的计算等。This paper systematically present methods for analyzing the steel outside wrapping member, works out the formula which is used on how to detemine the position of a neutral axis. Date and pictures are used to illustrate how the postion of a neutral axis varies with a parameter. The paper also describes the calculation of the biggest stress of a section and deflection.

关 键 词：外包钢构件 中性轴 等效抗弯刚度 建筑结构 

分 类 号：TU398.901[建筑科学—结构工程]