光荣院平改坡屋顶结构设计的对比  

Comparison of structural design of flat roof to slope roof in Glory Institute

作　　者：郑向荣 Zheng Xiangrong(Shanxi Jurenhe Human Resources Co.,Ltd.,Taiyuan 030013,China)

机构地区：[1]山西聚仁合人力资源有限公司,山西太原030013

出　　处：《山西建筑》2020年第8期54-55,共2页Shanxi Architecture

摘　　要：阐述了光荣院的设计概况与过程,对平屋顶和坡屋顶的结构计算结果进行了对比,总结了结构设计中方案、计算模型以及有关坡屋顶计算的设计要点。由于结构形式的改变,坡屋面比平屋面的柱截面有所减小,但增加了少量钢筋混凝土墙,周期变长,楼层层间最大位移与层高之比的最大值变小。The thesis describes the design conditions and process of the Glory Institute,compares the structural calculation results of flat roof and slope roof,and summarizes structural design scheme,calculation model and slope roof calculating design points.Owning to the structural change,the column section of slope roof is smaller than that of the flat roof,while a bit steel reinforced concrete wall increases,the duration becomes longer,the maximum displacement value among layers and the maximum value of floor height ratio decrease as well.

关 键 词：框架结构 坡屋顶 位移 

分 类 号：TU318[建筑科学—结构工程]