摘要
东莞玉兰大剧院主体结构的设计包括结构体系选择、抗震设计分析、复杂结构设计处理。计算分析表明,框架-剪力墙结构适用于大空间复杂结构,主体结构较好的整体动力与变形性能。设计中基础采用了预应力管桩、人工挖孔桩和抗浮锚杆,主体结构采用斜柱的剪力墙体系,裙房和屋面采用钢结构。通过精心设计,工程交付使用后,结构的工作状态良好。
The design and analysis of the main structure of the Yu-lan grand theater in Dongguan include the selection of the structural system, seismic analysis and conceptual design against complicated structure. There is a suggestion that the frame-shall wall system is useful for great-space building and has a better dynamic and transformable ability under the action of earthquake.
出处
《建筑结构》
CSCD
北大核心
2008年第9期24-27,共4页
Building Structure
