浅议混凝土结构电算结果整体合理性的判断  

On judgment of whole rationality in computer calculation results of concrete structure

作　　者：刘成波 

机构地区：[1]葫芦岛市城乡规划设计院,辽宁葫芦岛125000

出　　处：《山西建筑》2011年第12期39-40,共2页Shanxi Architecture

摘　　要：通过对PKPM电算结果的周期和周期比、弹性层间位移角和弹性层间位移比、刚度比、刚重比、剪重比几个反映结构整体性能的参数的分析,从而对结构整体合理性做出了合理判断。The paper analyzes some parameter which can reflect the whole rationality of the structure,including the period and the period ratio of PKPM computer calculation results,the elastic floor displacement angle,the displacement ratio of elastic floor,the stiffness ratio,the ratio of mass to weight,and the shear-weight ratio,so as to have the reasonable judgment on the structural whole rationality.

关 键 词：周期 弹性层间位移角 刚度比 刚重比 剪重比 

分 类 号：TU311.4[建筑科学—结构工程]