平面外弯矩对一般多层普通钢筋砼边框架柱设计的影响  

Effect of the Moment Outside the Plane on the Design of Traditional Reinforced Concrete Side Framed columns of Normal Multistory Bundings

作　　者：王寿仑 

机构地区：[1]福安市规划建筑设计院,355000

出　　处：《福建建筑》1999年第1期21-23,共3页Fujian Architecture & Construction

摘　　要：本文通过对多层框架结构边框架柱平面外弯矩对边柱承载力的影响的计算分析，提出边框架设计应考虑平面外弯矩的影响问题及设计中的注意事项。By calculating and analyzing the moment outside the plane effect of for coumn structures of multisto- ry building on the bearing capacity of side for colrt, ths article puts bo tha the mot outside the l)lane effect bold taken into accoun and the attenon tald be paid to the issues related when design is cdried out.

关 键 词：多层 边框架柱 承载力 钢筋混凝 平面外弯矩 

分 类 号：TU375.01[建筑科学—结构工程] TU398.2