大跨度钢筋混凝土复杂悬挂结构设计  

DESIGN OF THE COMPLICATED REINFORCED CONCRETE SUSPENSION STRUCTURE WITH LONG SPAN

作　　者：赵新宇[1,2] 舒宣武[1] 

机构地区：[1]华南理工大学建筑设计研究院,广州510641 [2]华南理工大学亚热带建筑科学国家重点实验室,广州510641

出　　处：《工业建筑》2010年第S1期329-333,共5页Industrial Construction

摘　　要：在河源广播电视中心大跨度多层连体结构的设计过程中,通过结构方案比选,确定了实施钢筋混凝土复杂悬挂结构的方案。对该方案的实施要点进行了分析和说明,并采用通用有限元软件对其进行了抗震计算。另外对其施工方法也进行了介绍。分析及施工结果表明,该复杂悬挂结构在实施过程中取得了较好的效果。Compared with other structural design schemes,the implementation of a complicated RC suspension structure is adopted during the design process of Heyuan broadcasting & TV center with a multi-story adjacent structure connected by 3-story corridor.The main points of this scheme are outlined and analyzed,and the general-purpose finite element software is used to study the response of the structure under seismic action.In addition,the construction method of this type of structure is also introduced.The proposed complicated suspension structure shows a good effect which is identified by the results of analysis and implementation.

关 键 词：悬挂结构 大跨度结构 混凝土结构 抗震设计 ABAQUS 

分 类 号：TU375[建筑科学—结构工程]