1 |
Cheon, D. J., Kim, Y. C., & Yoon, S. W., "Comparison of Wind Pressure Coefficient and Wind Load Standard for Cladding in a Retractable Dome Roof by Wind Tunnel Test", Journal of Korean Association for Spatial Structures, Vol.18 No.3 pp.125-132, 2018
DOI
|
2 |
Kim, Y. C., Yoon, S. W., Cheon, D. J., & Song, J. Y., "Characteristics of Wind Pressures on Retractable Dome Roofs and External Peak Pressure Coefficients for Cladding Design", Journal of Wind Engineering and Industrial Aerodynamics, Vol.188, pp.294-307, 2019
DOI
|
3 |
Rizzo, F., "Wind Tunnel Tests on Hyperbolic Paraboloid Roofs with Elliptical Plane Shapes", Engineering Structures, Vol.45, pp.536-558, 2012
DOI
|
4 |
Rizzo, F., & Ricciardelli, F., "Design Pressure Coefficients for Circular and Elliptical Plan Structures with Hyperbolic Paraboloid Roof", Engineering Structures, Vol.139, pp.153-169, 2017
DOI
|
5 |
Architectural Institute of Japan, AIJ Recomm-endations for Loads on Buildings, 2015.
|
6 |
Architectural Institute of Korea, Korean Building Code and Commentary(KBC2016), Kimoondang, 2016.
|
7 |
Kim, B. J., & Ha, Y. C., "An Experimental Study on the Wind Pressure Coefficient for Cladding Design of Buildings having a Courtyard", Journal of the Wind Engineering Institute of Korea, Vol.15, No.2, pp.45-50, 2011
|
8 |
Sun, Y., Su, N., Wu, Y., & Jin, Q. (2016). Experimental Investigation of the Aerodynamic Forces and Pressures on Dome Roofs: Reynolds Number Effects. Proceedings of the 2016 World Congress on Advances in Civil, Environmental, and Materials Research, Republic of Korea
|
9 |
Noguchi, M., & Uematsu, Y. (2003). Design Wind Pressure Coefficients for Spherical Domes. Proceedings of the Annual Meeting 2003, Japan Association for wind Engineering, Japan, No.95, pp.177-178
|