深圳某超高层搭接转换柱组节点ABAQUS详细分析  

Detailed Joint Analysis Generated by the ABAQUS of the Lapping Transitional Columns of a Super High-rise Office Towers Project in Shenzhen

作　　者：任恩辉[1] 张伟生[1] 黄诚为 卫文[1] 李鹏[1] Ren Enhui;Zhang Weisheng;Huang Chengwei;Wei Wen;Li Peng(Architectural Design & Research Institute of Guangdong Province Guangzhou 500010,China)

机构地区：[1]广东省建筑设计研究院,广州500010

出　　处：《广东土木与建筑》2019年第3期6-8,16,共4页Guangdong Architecture Civil Engineering

摘　　要：针对深圳某超高层办公楼中搭接转换柱运用通用有限元软件ABAQUS进行了详细的节点分析,提出了搭接转换柱组节点概念;得到了此项目设计的搭接转换柱组节点构造、加强措施可靠,可满足规范要求;搭接转换柱受力本质仍是斜柱等结论,以供设计同行参考。A detailed node analysis was carried out for the lap joint of a super high-rise office building in Shenzhen using the general finite element software ABAQUS.The concept of the splicing column group was proposed.The structure of the splicing column group designed and strengthened by this project was obtained.The measures are reliable and can meet the requirements of the specification.The nature of the splicing conversion column is still the conclusion of the oblique column,for reference by the design peer.

关 键 词：超高层 搭接转换柱组节点 ABAQUS 

分 类 号：TU398.5[建筑科学—结构工程]