1 |
A.I.K. (2016). Korean Building Code-Structural. Kimundang.
|
2 |
Crisafulli, F., Reboredo, A., Rorrisi, G. (2004). Consideration of Torsional Effects in the Displacement Control of Ductile Buildings. Proceedings of 13th World Conference on Earthquake Engineering, Paper No. 1111.
|
3 |
Kim, Y. M., & Kim, J. H. (2014). A Study on the Development of Section Tables for Lateral Members of Hanok. Journal of the Architectural Institute of Korea, Structure and Construction Section, 30(2), 37-44.
DOI
|
4 |
Kim, Y. M., Lee, S. G., & Lee, S. H. (2015). Evaluation of effective lateral stiffness of a Korean-traditional wooden house with new joint types, Engineering Structures, 94(1), 113-121.
DOI
|
5 |
Kim, Y. M. (2017). Development of Automated Structural Design Tool for Horizontal Members of Hanok. Journal of the Architectural Institute of Korea, Structure and Construction Section, 33(4), 21-28.
DOI
|
6 |
Lee, Y. W., Bae, B. S., Hong, S. G., Hwang, J. K., Kim, N. H., & Jung, S. J. (2006). An Analytical Modelling of the Beam-Direction Frame of Traditional Wood Structure System, Journal of the Architectural Institute of Korea : Structure & Construction Section, 22(3), 29-36.
|
7 |
Paulay, T. (1997). Displacement-based Design Approach to Earthquake-induced Torsion in Ductile Buildings. Engineering Structures, 19(9), 699-707.
DOI
|
8 |
Paulay, T. (1998). Torsional Mechanism in Ductile Building Systems. Earthquake Engng. Struct. Dyn., 27, 1101-1121.
DOI
|
9 |
Paulay, T. (1999). A Simple Seismic Design Strategy Based on Displacement and Ductility Compatibility. Earthquake Engng. and Engng Seismology, 1(1), 51-67.
|
10 |
Stefano, M., & Pintucchi, B. (2008). A Review of Research on Seismic Behaviour of Irregular Building Structures Since 2002. Bull Earthquake Eng., 6, 285-308.
DOI
|