某柔性连接大跨钢结构连廊的设计与分析  

Design and analysis of a flexible connection large-span steel structure corridor

作　　者：沈晓明 王鹏 熊明虎 崔健 李刚 SHEN Xiaoming;WANG Peng;XIONG Minghu;CUI Jian;LI Gang(ARTS Group Co.,Ltd.,Suzhou 215123,China)

机构地区：[1]中衡设计集团股份有限公司,苏州215123

出　　处：《建筑结构》2022年第20期128-135,共8页Building Structure

基　　金：苏州市建设科研项目(指导性)(2019-8):大跨度连廊钢结构设计关键技术研究与应用。

摘　　要：三角咀产业园项目的塔楼与裙房之间通过跨度为42m的钢桁架连廊相连。钢连廊与两侧主体结构之间采用抗震支座形成柔性连接。主要从支座选型、结构静力分析、抗连续倒塌分析、罕遇地震下的变形计算、楼盖舒适度分析以及节点多尺度有限元分析等方面对钢连廊进行了设计与分析。分析结果表明,该连廊的刚度、承载力以及支座变形均很好地满足相关规范要求,此分析方法对其他类似钢结构连廊工程的设计有一定的参考价值。The towers and podiums of Sanjiaozui Industrial Park project are connected by a steel truss corridor with span of 42 m.Flexible connection is formed between steel corridor and main structure by using isolation bearing.The design and analysis of steel corridor were carried out from bearing selection,structural static analysis,progressive collapse resistance analysis,deformation calculation under rare earthquakes,floor comfort analysis and multi-scale finite element analysis of joints.The analysis results show that the stiffness,bearing capacity and bearing deformation of the corridor meet the requirements of relevant codes.The analysis method has certain reference value for the design of other similar steel structure corridor projects.

关 键 词：钢结构连廊 柔性连接 支座选型 楼盖舒适度分析 节点多尺度有限元分析 

分 类 号：TU391[建筑科学—结构工程]