抗震柱轴压比限值问题探究  

Research anti-quaking column pressure rate limit problem

作　　者：童智能[1] 

机构地区：[1]江西科技师范学院

出　　处：《山西建筑》2008年第3期93-94,共2页Shanxi Architecture

摘　　要：介绍了建筑物的抗震设计原则,探讨了轴压比对框架柱延性的影响,分析了影响框架柱延性的其他因素,得出了规范中轴压比限值多数情况下偏于保守,可适当做放宽调整的结论,可供结构设计人员考参借鉴。It introduces the anti-quaking principle of constructions, and discusses pressing rate＇s effect on framework column tensility, analyzes other factors which affect the tensility and concludes that the pressing rate limit is conservative and it can be broadened properly. This can make reference for the structural designers.

关 键 词：框架柱 延性 轴压比 抗震设计 

分 类 号：TU318[建筑科学—结构工程]