DIAGRID Generation Applied to X-shape Steel Tube of HSA800 with High Tensile Strength and Ductility
Applied and Computational Mathematics
Volume 4, Issue 6, December 2015, Pages: 452-455
Received: Oct. 16, 2014; Accepted: Oct. 30, 2014; Published: Nov. 17, 2015
Views 5022      Downloads 146
Dongkyu Lee, Department of Architectural Engineering, Sejong University, Seoul, South Korea
Article Tools
Follow on us
This article proposes DIAGRID structural details locked in X-formed steel tube using HSA 800 steel with high tensile strength and superior ductility as a modification of an original DIAGRID version. The structural effectiveness of the new structural DIAGRID detail information is presented in this study using actual nonlinear static pushover analysis.
DIAGRID, HSA800, High Tensile Strength, Ductility, Structural System, Nonlinear Pushover Analysis
To cite this article
Dongkyu Lee, DIAGRID Generation Applied to X-shape Steel Tube of HSA800 with High Tensile Strength and Ductility, Applied and Computational Mathematics. Vol. 4, No. 6, 2015, pp. 452-455. doi: 10.11648/j.acm.20150406.18
D. K. Lee, J. H. Kim, I. H. Chang, U. Starossek, and S. M. Shin, “Conceptual Layouts and Angles of DiaGrid for Building Frames using Topological Optimization,” Proceedings of the Tenth International Conference on Computational Structures Technology, Civil-Comp Press, Stirlingshire, UK, 2010, paper 317.
K. S. Moon, “Sustainable Design of Diagrid Structural Systems for Tall Buildings,” International Journal of Sustainable Building Technology and Urban Development, vol. 2(1), 2011, pp.37-42.
M. M. Ali and K. S. Moon, “Structural Developments in Tall Buildings: Current Trends and Future Prospects,” Architectural Science Review, vol. 50(3), 2007, pp.205-223.
R. M. Kowalczyk, R. Sinn, and M. B. Kilmister, Structural systems for tall buildings, McGraw-Hill, New York, 1994.
M. M. Ali, “The skyscraper: epitome of human aspirations,” In proceedings of the 7th World Congress of the Council on Tall Buildings and Urban Habitat: Renewing the Urban Landscape [CD-ROM], Chicago, IL: Council on Tall Buildings and Urban Habitat, 2005.
I. McCain, DiaGrid - Structural Efficiency & Increasing Popularity, 2006, http://www.dsg.fgg.uni-lj.si/dubaj2009/.../Diagrid%20technologija.pdf.
A. S. Zimmer and G. R. Bell, John Hancock Center Scaffold Collapse, ASCE Fourth Forensic Engineering Congress, 2006.
R. R. Fayaz, R. M. Mohammad, and K. A. A. Nader, “Modal spectra combination method for pushover analysis of special steel moment resisting frames,” International Journal of Civil Engineering, vol. 10(4), 2012, pp.245-252.
D. H. Kim, S. E. Lee, and J. H. Kim, HSA800: High Strength Steel for Bldgs.: Material Properties and Cost-effectiveness, CTBUH 2012 9th World Congress, 2012. pp.817.
High-performance rolled Steel for building structures, Korea Standard D (KS D) 5994, 2012.
D. K. Lee and S. M. Shin, “Advanced high strength steel tube diagrid using TRIZ and nonlinear pushover analysis,” Journal of Constructional Steel Research, vol. 96, 2014, pp.151-158.
B. Reidar, B, “Development and use of high performance steel,” Journal of Constructional Steel Research, vol. 60(3-5), 2004, pp.393-400.
M. S. Shih and W. P. Sung, “A model for hysteretic behaviour of rhombic low yield strength steel added damping and stiffness,” Computers & Structures, vol. 83(12-13), 2005, pp.895-908.
D. K. Lee, J. H. Lee, J. H. Kim, and U. Starossek, “Investigation on Material Layouts of Structural Diagrid Frames by using Topology Optimization,” KSCE Journal of Civil Engineering vol. 18(2), 2014, pp.549-557.
Science Publishing Group
1 Rockefeller Plaza,
10th and 11th Floors,
New York, NY 10020
Tel: (001)347-983-5186