Displacement Response Analysis According to the Outrigger System Arrangement of the Twisted High-Rise Building

Author:

,Hwang Il-Geun,Kim Hyun-Su,Kang Joo-Won

Publisher

Korean Association for Spatial Structures

Reference12 articles.

1. Lee, D. H., Kim, H. S., & Kang, J. W., “Dynamic Response Analysis of Twisted High-rise Structures by Plane Rotation Angle”, Journal of Korean Association for Spatial Structures, Vol.21, No.1, pp.105~112, 2021,

2. Chung, K. R., “Stuctural System for Irregular Shaped Tall Buildings”, Review of Architecture and Building Science, Vol.52, No.4, pp.59~62, 2008

3. Taranath, B. S., “Steel, Concrete and Composite Design of Tall Building”, 2nd ed., McGraw-Hill, pp.445~459, 1997

4. McNabb, J. W. & Muvdi, B. B., “Drift Reduction Factors for Belted High-Rise Structures”, Engineering Journal-American Institute of Steel Construction, Vol.12, No.3, pp.88~91, 1975

5. Jung, D. J., Kim, I. Z., Lee, Y. S., & Kim, G. S., “The Approximate Analysis of Outrigger- Braced Structures subjected to Linearly Varying Lateral Lading”, Journal of the Architectural Institute of Korea, Vol.12, No.7, pp.271~278, 1996

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