摘要
通过对地震区框架柱轴压比限值的问题进行探讨和分析,提出在采取适当措施的情况下,框架柱的轴压比限值可以适当放宽。
Upon the discussion and analysis on limit ratio of axial compressive force to axial compressive ultimate capacity of frame column in earthquake zone, it puts forward that the axial compressive ratio of frame column can be properly increased when some measures are applied.
出处
《有色金属设计》
2008年第2期23-24,48,共3页
Nonferrous Metals Design
关键词
框架柱
轴压比
地震区
Frame column, ratio of axial compressive force, earthquake zone