摘要
论述了异形柱结构的受力特点、适用范围、轴压比限值等,介绍了异形柱结构在6度区和非抗震区的应用以及设计中应注意的一些问题,并对普通框架—剪力墙结构和异形柱—剪力墙结构做了比较,得出一些有意义的结论,以期指导工程设计。
The paper indicates the stressed features,the applied scope and the limit value of axial compression ratio of the special-shaped column,introduces the application of the special-shaped column in six-degree and non-seismic areas and its precautions in design,and compares the common frame and the shearing wall structure and special-shaped column and shearing wall structure,and concludes some meaningful results,so as to direct the engineering design.
出处
《山西建筑》
2010年第27期63-64,共2页
Shanxi Architecture
关键词
异形柱
轴压比
荷载作用方向
special-shaped column
axial compression ratio
direction of loading effect