1 |
Korea Building Code, 2016
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2 |
Han, S. E., & Bae, S. D., "The Characteristics of Dynamic Behaviors for the Single-Layer Latticed Domes Under Earthquake Load", Journal of KSNVE, Vol.11, No.3, pp389-394, 2001
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3 |
Japan Architectural Institute Committee, "Spatial Structures Seismic Design and Realization in Japan", Architectural Institute of Japan, pp.45-371, 2001
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4 |
Japan Architectural Institute Committee, "Dynamic Behavior and Seismic Design of Spatial Structure", Architectural Institute of Japan, pp.114-125, 2006
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5 |
Lee, H. S., Ko, D. W., & Jeong, S. W., "Directional and Orthogonal Effects of Seismic Loads on Design Member Forces", Journal of the Earthquake Engineering Society of Korea, Vol.9, No.3, pp.51-58, 2005
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6 |
Newmark, N. M., & Rosenblueth, E., "Fundamentals of Earthquake Engineering", Prentice-Hall, pp.1-640, 1971.
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7 |
Eurocode 8: Design of structures for earthquake resistance, 2004
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