QUANTITATIVE PERFORMANCE EVALUATION OF TIME-VARYING WIND PRESSURE LOADING ACTUATOR
Author:
Affiliation:
1. Disaster Prevention Research Institute, Kyoto Univ.
2. Dept. of Architecture and Building Science, Graduate School of Engineering, Tohoku Univ.
3. Insurance Institute for Business & Home Safety
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/21/49/21_1075/_pdf
Reference4 articles.
1. 1) Kopp, G.A., Morrison, M.J., Gavanski, E., Henderson, D.J., Hong, H.P. “Three Little Pigs” Project: Hurricane risk mitigation by integrated wind tunnel and full-scale laboratory tests. Natural Hazard Review, pp. 151-161, 2010.
2. 2) Cook, N.J., Keevil, A.P., Stobart, R.K. BRERWULF – The Big Bad Wolf. J. Wind Eng. Ind. Aerodyn., 29, pp. 99-107, 1988.
3. 3) Sinno, R.R., Surry, D. Fowler, S., and Ho, T.C.E. Testing of metal roofing systems under simulated realistic wind loads. Proceedings of 11th International Conference on Wind Engineering, pp. 1065-1072, 2003.
4. 8) Amzallag, C., Gerey, J.P., Robert, J.L., and Bahuaud, J. Standarization of the rainflow counting method for fatigue analysis. International Journal of Fatigue, 16(4), pp. 287-293, 1994.
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