摘要
昆明学院洋浦校区综合教学大楼共9层,总高度为43.68m,主楼跨越结构部分有3层楼面及斜屋顶,跨度32.40m。在跨越结构的两端均设有钢筋混凝土剪力墙支撑体系,支撑体系及跨越结构均采用型钢混凝土。通过结构方案选择、计算结果分析、主要抗震措施的采用以及施工阶段的结构验算,研究了该种结构在设计及施工时应考虑的问题及采取的措施。
The main teaching building of Kunming University is a 9-storey building with a height of 43.68m.The 32.40-meter span structure which has 3 floors with a slope roof is in the centre part of the building.At the two sides of the long-span structure,reinforced concrete shear wall structure has been used for the support system.The components of the long-span structure and the support system are made of shaped-steel reinforced concrete.By the introduction of structure scheme,calculation result analysis,main anti-seismic measures and calculation for construction,some questions and measures that will be considered in design and construction are proposed.
出处
《建筑结构》
CSCD
北大核心
2011年第10期27-30,共4页
Building Structure
关键词
跨越结构
结构分析
抗震措施
long-span structure
structure analysis
anti-seismic measure