摘要
介绍沈阳文化艺术中心结构设计方面的一些关键技术。对结构选型、大跨度非常态无序空间网壳结构钢屋盖的计算分析和数值风洞模拟进行阐述。重点描述内部竖向叠合的二个大跨度带悬挑不规则钢筋混凝土空间结构的设计思路、结构布置、在多遇和罕遇地震作用下的计算分析,证明结构设计的合理性。
Some key technologies of structural design of Shenyang Culture and Art Center were presented.The structure type selection,analysis and numerical wind tunnel simulation of abnormal disordered with large span spatial reticulated shell steel roof were summarized.Design ideas and structural arrangement of vertical laminated two irregular large-span cantilever spatial reinforced concrete structure were importantly described.By calculation and analysis under earthquake and strong seismic action,the rationality of design was proved.
出处
《建筑结构》
CSCD
北大核心
2012年第S1期368-371,共4页
Building Structure
基金
上海市青年科技启明星计划项目(11QB1403200)
上海建筑设计研究院青年科研基金项目(11-1类-0056-结)
关键词
结构选型
竖向叠合
大跨度带悬挑
钢筋混凝土空间结构
structure type selection
vertical laminated
large-span cantilever structure
spatial reinforced concrete structure
