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Shin, Myoungsu
Sustainable Structural Systems Lab
Research Interests
  • Seismic design, Tall buildings, High performance composites, Ultrasonic non-destructive evaluation technologies

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Design and behaviour of a reinforced concrete high-rise tube building with belt walls

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dc.contributor.author Shin, Myoungsu ko
dc.contributor.author Kang, Thomas H. -K. ko
dc.contributor.author LaFave, James M. ko
dc.contributor.author Grossman, Jacob S. ko
dc.date.available 2014-04-10T02:27:32Z -
dc.date.created 2013-06-12 ko
dc.date.issued 2012-12 -
dc.identifier.citation STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, v.21, no.12, pp.918 - 932 ko
dc.identifier.issn 1541-7794 ko
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/3939 -
dc.identifier.uri https://onlinelibrary.wiley.com/doi/abs/10.1002/tal.661 ko
dc.description.abstract 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 significant 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 flange 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 classification into which this concrete tube system would fit. ko
dc.description.statementofresponsibility close -
dc.language ENG ko
dc.publisher WILEY-BLACKWELL ko
dc.subject Analysis and design ko
dc.subject Axial force distribution ko
dc.subject Building dynamics ko
dc.subject Concrete shear wall ko
dc.subject Concrete tubes ko
dc.subject Hotel building ko
dc.subject Lateral drifts ko
dc.subject Lateral force ko
dc.subject Lateral force resistance ko
dc.subject Lateral stiffness ko
dc.subject Moment frames ko
dc.subject New York city ko
dc.subject Overturning moment ko
dc.subject Quantitative measures ko
dc.subject Seismic behaviour ko
dc.subject Structural behaviour ko
dc.subject System classification ko
dc.subject Vertical members ko
dc.subject Wall systems ko
dc.title Design and behaviour of a reinforced concrete high-rise tube building with belt walls ko
dc.type ARTICLE ko
dc.identifier.scopusid 2-s2.0-84867968320 ko
dc.identifier.wosid 000310546200006 ko
dc.type.rims ART ko
dc.description.wostc 0 *
dc.description.scopustc 0 *
dc.date.tcdate 2014-10-18 *
dc.date.scptcdate 2014-07-12 *
dc.identifier.doi 10.1002/tal.661 ko
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