摘要
本文根据作者近年来对钢骨混凝土结构的研究,介绍了钢骨混凝土柱正截面承载力、偏心距增大系数和轴压比的设计计算方法,供工程设计人员参考.
According to researches on steel reinforced concrete structure these years by author, the calculation methods of loading carrying capability of normal section, enlargement parameter of eccentric distance and the axial compressive ratio for steel reinforced concrete column are introduced in this paper. These methods can be used for design.
出处
《建筑结构》
CSCD
北大核心
1997年第5期8-12,共5页
Building Structure
关键词
钢骨混凝土
正截面
承载力
结构设计
steel reinforced concrete
loading carrying capability
normal section
enlargement parameter
eccentric distance
axial compressive ratio
