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常州文化广场结构设计与分析

Structural Design and Analysis of Changzhou Cultural Square
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摘要 通过介绍常州文化广场结构设计与分析全过程,对比各钢支撑悬挑方案选定剪力墙简体结构后对剪力墙受力、钢拱柱及9层楼板进行分析,以保证满足设计要求。分析证明各部位变形和应力均在可控范围内,筒间支架的布置有效协调了4个剪力墙筒体变形。经分析使本工程较好地解决了各类难题,确保项目顺利实施。 This paper introduces the whole process of the design and analysis of Changzhou Culture Square. Comparison of each steel support cantilever program selected shear wall structure of the shear wall and the steel column and 9-story steel plate under a thorough analysis to ensure meet the design requirements. It is proved that the deformation and stress of each part are within the controllable range, and the arrangement of the tube supports can effectively coordinate the deformation of the four shear walls. The analysis of the project to better solve all kinds of problems, to ensure the smooth implementation of the project.
作者 建慧城 周一一 Jian Hui-cheng Zhou Yi-yi
出处 《建筑技术开发》 2016年第12期25-26,共2页 Building Technology Development
基金 国家自然科学基金(51308080 51678082)
关键词 钢拱柱 剪力墙筒体 筒间桁架 楼板拉应力 悬挑区 steel arch shear wall truss floor tensile stress cantilevered area
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