重型厂房钢管混凝土格构柱肩梁结构设计研究  

The Design and Research on Shoulder-beam Member of Concrete-filled Steel Tube Laced Columns in the Heavy-duty Workshop

作　　者：汪锋[1] 

机构地区：[1]上海市机电设计研究院有限公司,上海200040

出　　处：《工程建设与设计》2011年第8期57-59,共3页Construction & Design for Engineering

摘　　要：对于重型厂房钢管混凝土结构,肩梁设计是其重点和难点.结合实际工程,将钢管混凝土四肢柱肩梁有限元非线形分析结果与简化计算结果对比分析,探讨了大柱距、大吨位厂房肩梁结构的安全、可靠与经济的设计方法。For structural design of heavy-duty workshop with concrete-filled steel tube laced columns,the design of shoulder-beam member is the key point as well as the main challenge.With practical project example,the author compares the ANSYS nonlinear analysis results and calculation with rapid design method for the shoulder-beam member of concrete-filled steel tube laced columns,in order to find a safe,reliable and economical design of shoulder-beam member for workshop with large column span and big tonnage.

关 键 词：钢管混凝土 格构柱肩梁 非线性分析 

分 类 号：TU209[建筑科学—建筑设计及理论]