排架柱结构受偏心启闭荷载作用下受力及配筋计算  

Calculation of Force and Reinforcement of Bent Column Structure under Eccentric Opening and Closing Load

作　　者：张萌[1] 李鹏[1] Zhang Meng;Li Peng(Zhongshui North Survey,Design and Research Co.Ltd.,Tianjin 300222)

机构地区：[1]中水北方勘测设计研究有限责任公司,天津300222

出　　处：《江西建材》2023年第10期184-186,共3页Jiangxi Building Materials

摘　　要：文中借助SAP2000软件,建立排架柱框架模型,分别按照原设计和现状启闭机作用位置施加启闭荷载,对比排架柱、梁的受力,并进行配筋计算,分析按照现状施工的可行性,为该工程排架柱现场施工提供指导。The commercial sofware SAP2000 was used to establish the frame model of the shelving column,apply the opening and closing loads according to the original design and the current position of the hoist respectively,compare the forces of the shelving column and beam,and carry out reinforcement calculation,analyze the feasibility of construction according to the current situation,and provide guidance for the on-site construction of the shelving column.

关 键 词：排架柱 偏心荷载 配筋设计 

分 类 号：TU74[建筑科学—建筑技术科学]