单层厂房钢筋砼排架柱的计算长度  

Effective Length of Reinforced Concrete Column in Single-Story Mill Bent

作　　者：赵传智 

机构地区：[1]武汉建筑高等专科学校

出　　处：《建筑结构学报》1992年第6期58-66,共9页Journal of Building Structures

摘　　要：本文提出一种计算单层厂房钢筋砼排架柱计算长度的方法,考虑排架中单柱失稳时,其他柱对它的支承作用,以及厂房结构的整体空间作用。按本文提供的计算长度来计算排架柱的二阶弯矩与试验及电算分析的结果符合良好。In this paper, a method for computing the effective length of reinforced concrete column in single-story mill bent has been developed by taking account of the elastic supporting action of the other columns in the bent to the instability of the column in question as well as the effect of space behaviour of the whole mill bent structure.The second order moments in bent columns calculated by using the suggested effective lengths match closely with those measured on model tests or obtained from computer-based analysis. The pro-posed effective lengths of reinforced concrete columns in single-story mill bent have been tabulated in the paper.

关 键 词：钢筋混凝土 排架 柱 单层厂房 长度 

分 类 号：TU375.301[建筑科学—结构工程]