摘要
讨论了异形柱与短肢剪力墙的区别,介绍了异形柱框架结构设计的一般规定、构造措施及设计方法,并对异形柱的受力特点和轴压比控制进行了分析.供结构设计参考.
Difference between special-shaped columns and short-shearing walls are introduced.Based on some design regulations of frame with special-shaped columns,mechanic characteristics of special-shaped columns and limited values of axial compressive stress ratio are analyzed and structural details and design methods of frame with special-spaced columns are discussed.The conclusions can be useful to the designing engineers.
出处
《华北水利水电学院学报》
2004年第1期4-7,共4页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
异形柱
短肢剪力墙
长细比
轴压比
special-shaped columns
short-shearing walls
slenderness ratio
axial compressive ratio
