浅谈地震区框架柱轴压比限值

The Discussion Ratio of Axial Compressive Force to Axial Compressive Ultimate Capcity of Section to Frame Column in the Earchquake Zone

就地震区框架柱轴压比限值的问题进行分析,提出在采取适当措施的情况下轴压比限值可以适当放宽。

The problems about ratio of axial compressive force to axial compressive ultimate capcity of section to frame column in the earthquake zone, a theory that ratio of axial compressive force to axial compressive ultimate capcity of section can be increased properly, when some treatment ways are applicated.