1 |
Architectural Institute of Japan. (2004). Recommendations for Loads on Buildings, 128-130
|
2 |
Architectural Institute of Japan. (2015a). Recommendations for Loads on Buildings, 401-405
|
3 |
Architectural Institute of Japan. (2015b). Recommendations for Loads on Buildings, 120
|
4 |
Architectural Institute of Korea. (2016). Korean Building Code and Commentary: 0305 Wind Load, 108-109
|
5 |
ASCE. (2006). Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05.
|
6 |
ASCE. (2010). Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10
|
7 |
Davenport, A. G. (1983). On the Assesment of the Reliability of Wind loading on Low Building, Journal of Wind Engineering and Industrial Aerodynamics, 11(1-3), 21-37
DOI
|
8 |
Ellingwood, B. (1981). Wind and Snow Load Statistics for probabilistic Design, Journal of Structural Division., ASCE, 107(7), 1345-1350
|
9 |
Ellingwood, B., MacGregor, J. M., Galmambos, T. V., & Cornell. A. C. (1982). Probability Based Load Criteria: Load Factors and Load Combinations, Journal of Structural Division, ASCE, 108(5), 978-997
|
10 |
Ellingwood, B., & Tekie, P. B. (1997). Wind Load Statistics for Probability-Based Structural Design, Report Prepared for National Home Builders Association Research Center, National Technical Information, Service, Springfield, Va.
|
11 |
Ellingwood, B. R., & Tekie, P. B. (1999). Wind Load Statistics for Probability-Based Structural Design, Journal of Structural Engineering, ASCE, 125(4), 453-463
DOI
|
12 |
European Committee for Standardization. (2005). Eurocode 1: Actions on Structures: Part1-4: Wind Actions: EN 1991-1-4: 2005(E)
|
13 |
Galmambos, T. V., Ellingwood, B., MacGregor, J. G., & Cornell. A. C. (1982). Probability Based Load Criteria: Assesment of Current Design Practice, Load and Resistance Factor Design for Steel, Journal of Structural Division, ASCE, 108(5), 959-977
|
14 |
Gumbel, E. J. (1958). Statistics of Extremes, Colombia University Press
|
15 |
ISO. (2009). Wind Actions on Structures, ISO4354: 2009(E)
|
16 |
Jung, S. H., Kim, B. J., & Ha, Y. C. (2014). Revision of Basic Wind Speed Map of KBC-2009. Journal of the Architectural Institute of Korea, Structure & Construction Section, 30(5), 37-47
|
17 |
Kanda. J. (1986). Estimation of Wind Speed for Return Period on Monthly Maximum Wind speed, Journal of Wind Engineering, JAWE, 9, 21-37
|
18 |
Lin. N. C. (1982). Control of Structural Qualty, Proceeding of the NATO Advanced Study Institute on Reliability Theory and its Application in Structural and Soil Mechanics
|
19 |
National Research Council Canada. (2010). National Building Code of Canada
|
20 |
Pham, L., Holmes, J. D., &. Leicester, R. H. (1983). Safety Indices for Wind Loading in Australia, Journal of Wind Engineering and Industrial Arerodynamics, 14, 3-14
DOI
|
21 |
Ravindra, M. K., Cornell, C .A., & Galambos. T. V. (1978). Wind and Snow Load Factors for Use in LRFD, Journal of the Structural Division, ASCE, 104(9), 1443-1457
|
22 |
Shooman, M., & Sinker, S. (1977). The Use of Consensus in Analytical Safety, Rep. POLY-EE-77-305, Polytechnic Institute of New York, Brooklyn, N. Y.
|
23 |
Simiu, E., Gabbai, R. D., & Pritz. W. P. (2008). Wind-Induced Tall Building Response: a Time-Domain Approach, Wind and Structures, 11(6), 427-440
DOI
|
24 |
Standard Australia and New Zealand. Australian/ New Zealand Standards. (2002). Structural Design Actions: Part2: Wind Actions, AS/NZS 1170.2
|
25 |
Vickery, B. J. (1970). On the Reliability of Gust Loading Factors, Proceeding of the Technical Meeting Concerning Wind Loads on Buildings and Structures, Building Science Series 30, National Bureau of Standards, Washington, D. C., Nov.
|