摘要
沈抚新城文化中心项目造型独特、体型复杂,设防震缝将结构分成两部分;对内部空旷、楼板不连续的影剧院部分采用框架-剪力墙结构,并采用两种不同软件进行了比较分析;介绍了剧院二层看台大悬挑、42m高立面造型墙结构设计;对规划展示馆钻石体空间网格结构进行了整体稳定性分析,介绍了其支座、节点分析设计。
The structure of Shenfu New City Cuhural Centre is complicate with unique configuration. The whole structure is separated into two parts by seismic joints. The frame shear-wall structure was adopted at the part of theatre with hollow inside and discontinuous floor. The structure was analyzed by two softwares. The design of long cantilever beam in the theatre and the 42m high wall was introduced. The overall stability of space latticed structure of planning exhibition hall was analyzed and the design of supports and joints was presented.
出处
《建筑结构》
CSCD
北大核心
2013年第21期38-41,68,共5页
Building Structure
关键词
文化中心
框架-剪力墙
空间网格结构
cultural centre
frame shear-wall structure
space latticed structure
