摘要
论述了异形柱结构形式的受力特点 ,分析了结构计算、构造的相关问题 ,指出只有正确掌握计算分析方法和截面配筋 ,其结构才能有可靠的安全保证。
The mechanical characteristics of special shaped columns are discussed in this paper. And based upon analysis of some problems related to structure calculation and constitution author points out that accurate calculation and analysis method and reinforcement are reliable assurances for building safety.
出处
《山西建筑》
2003年第8期24-25,共2页
Shanxi Architecture
关键词
异形柱结构
框架
轴压比
延性
结构计算
截面配筋
frame structure with special shaped column, axial compression ratio, ductility
