References
- Architectural Institute of Korea. (2016). Korean Building Code-Structural.
- Kim, H. (2017a). Effect of Shear Wall Stiffness on Optimal Location of Outrigger in Offset Outrigger System of High-rise Building, Journal of the Regional Association of Architectural Institute of Korea, 19(3), 95-102.
- Kim, H. (2017b). Analysis on Effect of Frame Stiffness on Optimum Outrigger Position in High-rise Offset Outrigger System, Journal of the Regional Association of Architectural Institute of Korea, 19(4), 121-128.
- Kim, H. (2017c). Investigation of Optimal Outrigger Location of High-rise Offset Outrigger System, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(6), 16-24. https://doi.org/10.11112/jksmi.2017.21.6.016
- Kim, H. (2019a). Effect of Shear Wall Stiffness on Optimal Location of Core and Offset Outrigger Considering Floor Diaphragm, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(5), 37-47.
- Kim, H. (2019b). Proposal for Optimal Outrigger Location Considering Stiffness of Frame, Journal of Architectural Institute of Korea Structure & Construction, 35(9), 183-190. https://doi.org/10.5659/JAIK_SC.2019.35.9.183
- Kim, J., & Park, Y. (2003). The Structural Design of High-rise Building, International Seminar of Tall Buildings and Urban Habitat, Architectural Institute of Korea, 64-74.
- Lee, S., & Kim, H. (2018). Structural Analysis for Determination of Optimal Outrigger Location in Core and Offset Outrigger System, Journal of the Regional Association of Architectural Institute of Korea, 20(5), 45-52.
- Midas IT. (2018). MIDAS GEN, Analysis & Design.
- Moudarres, F. (1984). Outrigger-Braced Coupled Shear Walls, Journal of Structural Engineering, American Society of Civil Engineers, 110(12), 2876-2890. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:12(2876)
- Smith, B., & Salim, I. (1981). Parameter Study of Outrigger-braced Tall Building Structures, Proceedings of the American Society of Civil Engineers, 107(10), 2001-2014.