合肥新桥国际机场航站楼索支承点支式玻璃幕墙的设计分析

英文篇名：Design and Analysis of Cable Net Curtain Walls of Hefei Xinqiao International Airport Terminal
中文刊名：建筑科学
英文刊名：Building Science
作者：舒畅 ; 丁大益 ; 高阳 ; 王元清 ; 裴大鹏 ; 唐雁
英文作者：SHU Chang1 ; DING Da-yi2 ; GAO Yang1 ; WANG Yuan-qing1 ; PEI Da-peng3 ; TANG Yan3(1.Key Laboratory of Civil Engineering Safety and Durability of the Ministry of Education ; Tsinghua University ; Beijing 100084 ; China ; 2.Wuzhou Engineering Design and Research Institute ; Beijing 100053 ; China ; 3.ShenYang Yuan Da Aluminum Industry Engineering Co. ; Ltd. ; Shenyang 110023 ; China)
中文关键词：索网幕墙 ; 地震荷载 ; 风荷载 ; 静力分析
英文关键词：cable net curtain wall ; seismic loads ; wind loads ; static analyses
出版日期：2012-01-20
机构：清华大学土木工程安全与耐久教育部重点实验室;五洲工程设计研究院;沈阳远大铝业工程有限公司;
年：2012
期：01
出版单位：建筑科学

摘要

合肥新桥国际机场3区航站楼陆侧采用单层索网支承体系玻璃幕墙,其具有通透性好,轻盈美观等特点,但设计分析时需要考虑预应力和几何非线性大变形的影响。本文运用ANSYS建立了该3区整体结构的有限元模型,分析了在考虑风荷载和地震荷载的组合作用下玻璃幕墙的承载能力及变形性能,同时讨论了索网幕墙对主体结构的影响。结果表明,幕墙的变形及拉索的内力均满足要求,索网幕墙对主体钢结构的影响不大,通过有限元分析结果为实际工程设计提供依据。
Section-3 landside of Hefei Xinqiao International Airport terminal adopts single layer cable net curtain walls,having fine transparence and light weigh etc,but in the design and analysis of cable net there is a need to consider the influence of prestress and large deflection.In this paper,the section-3 overall structure model of Hefei Xinqiao International Airport terminal was established by using the finite element method(FEM) software ANSYS,the load bearing capacity and deformability of the curtain walls under load cases with seismic loads and wind loads were analyzed,also the cable net curtain walls' effect on the main structure was discussed.The results show that the displacements of the curtain walls and the internal forces of cables meet the requirements,the cable net curtain walls have little effect on the main steel structure,and the finite element analysis results can provide the basis for practical design.

引文

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