四川大学多学科交叉融合平台及艺术教育 中心超限高层建筑结构设计

王建峰,鄢兴祥,虞终军

结构工程师 ›› 2018, Vol. 34 ›› Issue (2) : 1-8.

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结构工程师 ›› 2018, Vol. 34 ›› Issue (2) : 1-8.
设计方法研究

四川大学多学科交叉融合平台及艺术教育 中心超限高层建筑结构设计

  • 王建峰,鄢兴祥,虞终军
作者信息 +

Structural Design of Overrun High-rise Building of Sichuan University Multi-discipline Cross-integration Platform and Art Education Center

  • WANG Jianfeng ,YAN Xingxiang ,YU Zhongjun
Author information +
文章历史 +

摘要

介绍了四川大学多学科交叉融合平台及艺术教育中心结构设计的主要内容,包括基础和地下室设计、结构布置、超限情况及采取的主要措施、主要计算结果和基于性能的抗震设计等。本项目具有体型复杂、连体、大跨度、大悬挑的特点,结合上述特点叙述了本项目的结构设计要点及方法。该分析方法及结论可供类似工程参考。

Abstract

This paper presents main aspects of the structural design of Sichuan University Multi-Discipline Cross-Integration Platform and Art Education Center,including foundation,basement,structural arrangement,seismic fortification measures,structural analysis results and performance-based seismic design.The building characterizes complex shape,connected structure,large span and long cantilever.Critical issues of the structural design and methodology are presented with abovementioned characters. Analysis method and conclusions may be useful to similar projects.

关键词

连体结构 / 超限 / 抗震设计 / 性能目标 / 框架-剪力墙结构

Key words

connected structure / overrun / seismic design / performance objectives / frame-shear wall structure

引用本文

导出引用
王建峰,鄢兴祥,虞终军. 四川大学多学科交叉融合平台及艺术教育 中心超限高层建筑结构设计. 结构工程师. 2018, 34(2): 1-8
WANG Jianfeng ,YAN Xingxiang ,YU Zhongjun. Structural Design of Overrun High-rise Building of Sichuan University Multi-discipline Cross-integration Platform and Art Education Center. STRUCTURAL ENGINEERS. 2018, 34(2): 1-8

参考文献

[1] 中华人民共和国住房和城乡建设部.GB 50007—2011 建筑地基基础设计规范[S].北京:中国建筑工业出版社,2011.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB 50007—2011 Code for design of building foundations [S].Beijing:China Architecture and Building Press,2011.(in Chinese)
[2] 中华人民共和国住房和城乡建设部.GB 50223—2008 建筑工程抗震设防分类标准[S].北京:中国建筑工业出版社,2008.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB 50223—2008 Standard for classification of seismic protection of building constructions [S].Beijing:China Architecture and Building Press,2008.(in Chinese)
[3] 虞终军,陈露,王建峰.古滇王国大剧院结构设计概述[J].结构工程师,2015,08:8-14.
Yu Zhongjun,Chen Lu,Wang Jianfeng.General structural design of the grand theatre of the ancient kingdom of Dian[J].Structural Engineers,2015,08:8-14.(in Chinese)
[4] 马泽峰.地下室顶板开大洞对嵌固能力的影响[J].结构工程师.2012,28(2):19-24.
Ma Zefeng.Influence of large openings on fixed ability of floor slabs in a basement[J].Structural Engineers,2012,28(2):19-24.( in Chinese)
[5] 王建峰,虞终军,郑毅敏.河南省旅游服务中心超限高层建筑结构设计[J].结构工程师.2011,27(1):8-13.
Wang Jianfeng,Yu Zhongjun,Zheng Yimin.Structures design of the out-of-codes high-rise building of Henan travel service center [J].Structural engineers.2011,27(1):8-13.(in Chinese)
[6] 中华人民共和国住房和城乡建设部.GB 50011—2010 建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB 50011—2010 Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2010.(in Chinese)
[7] 中华人民共和国住房和城乡建设部.JGJ 3—2010 高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社,2010.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.JGJ 3—2010 Technical specification for concrete structures of tall buildings [S].Beijing:China Architecture and Building Press,2010.(in Chinese)
[8] 徐培福,戴国莹.超限高层建筑结构基于性能抗震设计的研究[J].土木工程学报,2005,38(1):1-10.
Xu Peifu,Dai Guoying.Performance-based seismic design of tall building structures beyond the code-specification.[J].China Civil Engineering Journal,2005,38(1):1-10.(in Chinese)
[9] 王建峰,陈露,陆燕.古滇王国大剧院超限结构抗震设计与基础设计[J].结构工程师,2016,02:1-8.
Wang Jianfeng,Chen Lu,Lu Yan.Seismic and foundation design of the ancient kingdom of Dian[J].Structural Engineers,2016,02:1-8.(in Chinese)
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