某工程钢筋混凝土框架细长柱设计探讨  

Design Discussion on Long Slender Columns of Reinforced Concrete Frame in a Project

作　　者：张玉辉 李瑞 董晓丽[2] 杜嘉明 Zhang Yuhui;Li Rui;Dong Xiaoli;Du Jiaming(、 Beijing Institute of Urban-rural Architectural Design Co., Ltd. Beijing 100031, China;、 Beijing City University Beijing 100083, China)

机构地区：[1]北京市城乡建筑设计院有限公司,北京100031 [2]北京城市学院,北京100083

出　　处：《广东土木与建筑》2018年第4期22-24,共3页Guangdong Architecture Civil Engineering

摘　　要：细长柱在公共建筑中出现较多,其计算长度较长,结构受力较复杂。从我国钢筋混凝土规范变化,结合当前越层柱的最新研究结果,对越层柱的计算方法进行归纳和总结,并将这些成果运用本次援外工程设计中。The slender columns appear more in the public buildings. The length of the columns is longer and the stress of the structure is more complex. Based on the change of reinforced concrete code in China,combined with the latest research results of cross layer columns,the calculation methods for the cross storey columns are summarized and summarized,and these results are applied in the design of this foreign aid project.

关 键 词：细长柱 长细比 模型柱法 修正扩大系数η法 

分 类 号：TU375[建筑科学—结构工程]