某商业综合体穿层柱分析与设计  

nalysis and Design of a Commercial Complex Translaminar Column

作　　者：陈卫峰 CHEN Weifeng(The First Branch of Nanjing Wei New House Development Co.,Ltd,Nanjing Jiangsu 210016 China)

机构地区：[1]南京威新房地产开发有限公司第一分公司,江苏南京210016

出　　处：《江苏建筑》2023年第6期44-47,55,共5页Jiangsu Construction

摘　　要：文章以某商业综合体穿层柱为例,通过采用Midas Gen较为创新地对穿层柱进行屈曲分析反算穿层柱的计算长度,并以此来进行穿层柱设计;此外还对穿层柱进行性能化分析,并采用放大剪力系数法来对穿层柱进行配筋设计,使得穿层柱能够满足小中震作用下的性能目标要求。本工程中穿层柱所采用的分析与设计方法,可为类似工程提供参考。Taking a commercial complex laminar column as an example,this paper innovatively calculates the calculated length of the laminar column by using Midas Gen to perform buckling analysis on the laminar column,and then carries out the design of the laminar column.In addition,the performance analysis of the cross-layer column is carried out,and the amplified shear coefficient method is used to design the reinforcement of the cross-layer column,so that the cross-layer column can meet the performance target requirements under the action of small and medium earthquakes.The analysis and design method adopted in this project can provide reference for similar projects.

关 键 词：穿层柱 屈曲分析 剪力系数 配筋分析 

分 类 号：TU323.1[建筑科学—结构工程]