英语翻译Design and behaviour of a reinforced concrete high-rise tubebuilding with belt wallsMyoungsu Shin,Thomas H.-K.Kang,James M.LaFave and Jacob S.Grossman1 School of Urban and Environmental Engineering,Ulsan National Institute of Science and

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英语翻译Design and behaviour of a reinforced concrete high-rise tubebuilding with belt wallsMyoungsu Shin,Thomas H.-K.Kang,James M.LaFave and Jacob S.Grossman1 School of Urban and Environmental Engineering,Ulsan National Institute of Science and
英语翻译
Design and behaviour of a reinforced concrete high-rise tube
building with belt walls
Myoungsu Shin,Thomas H.-K.Kang,James M.LaFave and Jacob S.Grossman
1 School of Urban and Environmental Engineering,Ulsan National Institute of Science and Technology (UNIST),
Ulsan Metropolitan City,Korea
2 School of Civil Engineering and Environmental Science,University of Oklahoma,Norman,OK,USA
3 Department of Civil and Environmental Engineering,University of Illinois at Urbana-Champaign,Urbana,IL,USA
4 Rosenwasser/Grossman Consulting Engineers,P.C.,New York,NY,USA
SUMMARY
This paper discusses modelling,analysis and design issues for a 55-storey hotel building recently planned for New York City,USA.The lateral force resistance of the investigated building primarily makes use of exterior reinforced concrete shear walls in one direction and exterior reinforced concrete moment frames in the other direction,in which tube action credited to the connection of the walls and frames was designed to play a signifi cant role in the lateral stiffness and strength.In addition,a full-storey belt wall system,enclosing the entire perimeter of the building at approximately the mid-height,is expected to provide a considerable contribution to the lateral force resistance.In this paper,the contribution of tube action and
the belt wall system to structural behaviour is investigated in terms of quantitative measures such as lateral drift,building dynamic properties and fl ange frame contribution to overturning moment resistance.In addition,axial force distribution among the various vertical members under lateral forces is discussed for each
of the two principal building directions.Finally,the seismic behaviour of the investigated building is qualitatively discussed in order to propose a seismic force-resisting system classifi cation into which this concrete tube system would fit.Copyright © 2010 John Wiley & Sons,Ltd.

英语翻译Design and behaviour of a reinforced concrete high-rise tubebuilding with belt wallsMyoungsu Shin,Thomas H.-K.Kang,James M.LaFave and Jacob S.Grossman1 School of Urban and Environmental Engineering,Ulsan National Institute of Science and
一个钢筋混凝土高层tubebuilding带wallsmyoungsu新设计和行为,托马斯H?康,杰姆斯M.拉维夫和雅各伯S. grossman1城市与环境工程学院,蔚山国家科学与技术研究院（单元）,蔚山市,korea2土木工程和环境科学,俄克拉何马大学,诺尔曼,好的学校,usa3土木与环境工程系,伊利诺伊大学厄本那香槟,香槟,IL,usa4罗森瓦瑟/格罗斯曼咨询工程师,中国,纽约,纽约,usasummarythis讨论建模,对于一个55层的酒店建筑最近计划在纽约市的分析和设计问题,美国的研究建筑的抗侧力主要利用外部钢筋混凝土剪力墙在一个方向上和在其他方向的钢筋混凝土框架外,其中管行动归功于墙和框架的连接设计起到重要C在横向刚度和强度的蚂蚁的作用.此外,全层带墙系统,封闭的建筑在约中间高度的整个周边,预计将提供的抗侧力的一个相当大的贡献.在本文中,管壁的行动和带系统结构行为的贡献是定量措施等方面研究了横向漂移,建筑和FL昂热框架倾覆弯矩抗力贡献的动态特性.此外,轴力分布各竖向构件在侧向力作用下讨论两个主要建设方向都.最后,研究建筑的抗震性能,定性讨论了为了提出地震力抗系统的分类,该混凝土管系统将配合.版权所有?2010约翰威利& Sons,公司.
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