摘要
在众多短肢剪力墙结构与异形柱框架的试验资料与工程实践基础上 ,论述了这两种结构形式的受力特点 ,并分析了各自的结构计算、构造的相关问题。
Based on a large amount of testing material and engineering practice,this paper discusses the behavior of short leg shear wall and special shaped column frame under stress,and analyzes the relative questions of calculation and construction respectively.
出处
《贵州工业大学学报(自然科学版)》
CAS
2002年第3期83-85,共3页
Journal of Guizhou University of Technology(Natural Science Edition)