摘要
以重庆某超高层建筑结构为分析对象,设计了具有不同钢—混凝土组合柱的四种结构方案,并对其进行了整体受力以及抗震性能对比分析。结果表明型钢混凝土柱与钢筋混凝土柱配合良好,能够共同工作,结构具有良好的抗震性能,配置叠合钢管混凝土柱的结构抗震性能优于其他结构方案。该结论为超高层建筑的结构选型与设计提供了参考依据。
Taking the structure of a super high-rise building in Chongqing as the analysis object,four structural schemes with different steel-concrete composite columns are designed,and their overall stress and seismic performance are compared and analyzed.The results show that the steel reinforced concrete column and reinforced concrete column cooperate well and can work together.The structure has good seismic performance.The seismic performance of the structure with composite concrete-filled steel tube column is better than other structural schemes.The conclusion provides a reference for the structural selection and design of super high-rise buildings.
作者
游杰
宋维举
王肖巍
陈占锋
You Jie;Song Weiju;Wang Xiaowei;Chen Zhanfeng(City College of Science and Technology,Chongqing University,Chongqing 402167,China;School of Civil Engineering,Hebei University of Engineering,Handan 056038,China)
出处
《山西建筑》
2021年第16期49-51,共3页
Shanxi Architecture
基金
河北省自然科学基金(E2020402061)
河北工程大学创新基金(SJ010002159)。
关键词
型钢混凝土柱
超高层结构
框架—核心筒
steel reinforced concrete column
super high-rise structure
frame core cylinder