洛阳上阳宫观风殿转换结构设计  

Conversion truss design of Guanfeng Pavilion in Shangyang Palace in Luoyang

作　　者：董凯利[1] 刘锋 吴翔艳[1] 贾俊明[1] 吴琨[1] 车顺利[1] 

机构地区：[1]中国建筑西北设计研究院有限公司,西安710018

出　　处：《建筑结构》2017年第22期38-42,共5页Building Structure

基　　金：中建股份科技研发课题(CSCEC-2012-Z-16)

摘　　要：洛阳上阳宫观风殿属于塔类阁楼式建筑,建筑功能要求首层为大空间多功能厅,二层框架柱不能落地。结构设计时结合建筑造型和布置特点,采用了钢筋混凝土桁架进行竖向构件的转换。分析了钢筋混凝土转换桁架腹杆布置方式对钢筋混凝土桁架竖向受力性能的影响,提出了弦杆和腹杆连接处节点加强构造。对结构进行罕遇地震作用下的弹塑性时程分析,以检验其结构布置的合理性和结构的抗震性能。计算结果表明,结构能满足"大震不倒"的设防要求。Guanfeng Pavilion in Shangyang Palace in Luoyang belongs to attic-style pagoda. The architecture has functional requirement of a large space multi-function hall without structural columns in the first floor,so columns of the second floor must be canceled off in the first floor. Based on building shape and architectural layout in structural design,reinforced concrete conversion truss was adopted to conduct conversion of vertical components. The influence of the web member layout of the reinforced concrete conversion truss on the vertical mechanical behavior of the reinforced concrete truss was analyzed. The strengthening construction of joints between chord and web members was presented. The elasto-plastic timehistory analysis of the structure subjected to the rare earthquake was carried out to verify the rationality of the structural arrangement and the seismic performance of the structure. The calculation results show that the structure can meet the fortification requirements of ＂not collapsing under rare earthquake＂.

关 键 词：阁楼式建筑 桁架转换 腹杆布置 节点构造 弹塑性时程分析 

分 类 号：TU318[建筑科学—结构工程]