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http://dx.doi.org/10.7734/COSEIK.2013.26.1.59

Seismic Performance-based Design using Computational Platform for Structural Design of Complex-shaped Tall Building  

Lee, Dong-Hun (Research Institute, Chang Minwoo Structural Consultants)
Cho, Chang-Hee (Research Institute, Chang Minwoo Structural Consultants)
Youn, Wu-Seok (Research Institute, Chang Minwoo Structural Consultants)
Kang, Dae-Eon (Research Institute, Chang Minwoo Structural Consultants)
Kim, Taejin (Research and Technology Division, Chang Minwoo Structural Consultants)
Kim, Jong-Ho (Chang Minwoo Structural Consultants)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.26, no.1, 2013 , pp. 59-67 More about this Journal
Abstract
Complex-shaped tall building causes many structural challenges due to its structural characteristics regarding inclined members and complexed shape. This paper is aimed at development of design process using computational-platform which is effective design tool for responding frequent design changes, particularly as to overseas projects. StrAuto, a parametric structural modeling and optimizing system, provides the optimized alternatives according to design intent and realize a swift process converting a series of structural information necessary to nonlinear analytical models. The application of the process was to a 45-story hotel building in Ulanbator, Mongolia adopting shear wall and special moment frame with outrigger systems. To investigate the safety of lateral force resisting system against maximum considered earthquake(MCE), nonlinear response history analysis was conducted using StrAuto.
Keywords
complex-shaped tall building; computational-platform; seismic performance evaluation; parametric; optimization; StrAuto;
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  • Reference
1 American Society of Civil Engineers, ASCE/SEI 41-06 (2006) Seismic Rehabilitation of Existing Builidngs, Reston, VA: ASCE.
2 Cho, C.H., Kim, E.S., Cho, S.H., Kim, J.H. (2012) Optimization Process for Complex-shaped Tall Building Structural Systems, The Computational Structural Engineering Institute of Korea Annual Conference.
3 Computers & Structures Inc. (2006) Perform Components and Elements for Perform-3D and Perform-Collapse Version 4.
4 Huang, Y., Whittaker, A., Luco, N., Hamburger, R. (2011) Scaling Earthquake Ground Motions for Performance-Based Assessment of Buildings. 137(3), pp.311-321.   DOI   ScienceOn
5 International Building Code (2006) International Code Council.
6 Kent, D.C., Park, R. (1971) Flexural Members with Confined Concrete, Journal of the Structural Division, ASCE, 97, pp.1969-1990.
7 Kim, C.K. (2012) Development of StrAuto for Optimized Design of Complex-Shaped Tall Buildings, Excellent Results Casebook of Government Research Projects, pp.112-113.
8 Kim, C.K., Lee, S.S. (2011) A Study on Parametric Modeling for the Analysis of Irregular Large Space Structures, The Computational Structural Engineering Institute of Korea Annual Conference.
9 Kim. C.H. (2007) SDP(Structural Design Processor, Journal of The Korean Structural Engineers Association, 14(4), pp.60-66.
10 Seismic Design for Buildings (1998), US Army Corps of Engineers, TI 809-04, WA, DC.
11 Tall Building Initiative (2010) Guidelines for Performance Based Seismic Design of Tall Buildings. Berkeley, CA: PEER.
12 Uniform Building Code (1997) Structural Engineering Design Provisions, CA, 1997.