참고문헌
- American Society of Civil Engineers (2002), Minimum Design Loads for Buildings and Other Structures, ASCE7-02.
- AS/NZS 1170.2 Structural design actions - Part 2: Wind actions (2002).
- Ginger, J.D. and Holmes, J.D. (2001), "Wind loads on long, low-rise buildings", Proc. 5th Asia Pacific Conf. onWind Engineering, Kyoto, Japan, 529-532.
- Ginger, J.D. and Holmes, J.D. (2003), "Effect of building length on wind loads on low-rise buildings with asteep roof pitch", J. Wind Eng. Ind. Aerody., 91, 1377-1400. https://doi.org/10.1016/j.jweia.2003.08.003
- Ginger, J.D. (2003), "Fluctuating wind pressures across gable-end buildings", Preprints 11th Int. Conf. on WindEngineering, Vol. 1, Lubbock, Texas, USA, 1214-1220.
- Holmes, J.D. and Best, R.J. (1981), "An approach to the determination of wind load effects on low-risebuildings", J. Wind Eng. Ind. Aerody., 7, 273-287. https://doi.org/10.1016/0167-6105(81)90054-4
- Holmes, J.D. (1988), "Analysis and synthesis of pressure fluctuations on bluff bodies using eigenvectors",International Colloquium on Bluff Body Aerodynamics and its Applications, Kyoto, Japan, 291-302.
- Holmes, J.D. (1992), "Optimized peak load distributions", J. Wind Eng. Ind. Aerody., 41-44, 267-276.
- Holmes, J.D. (2002), "Effective static load distributions in wind engineering", J. Wind Eng. Ind. Aerody., 90, 91-109. https://doi.org/10.1016/S0167-6105(01)00164-7
- Kasperski, M. and Niemann, H.J. (1989), "Identification of critical load distributions for wind loading", 5th Int.Conf. on Structural Safety and Reliability, San Francisco, USA.
피인용 문헌
- Design Wind Loads on Gable-Ended Low-Rise Buildings with Moderate and Steep Roof Slopes vol.6, pp.2, 2004, https://doi.org/10.1080/13287982.2006.11464947
- Dynamic characteristics and wind-induced vibration coefficients of purlin-sheet roofs vol.22, pp.5, 2016, https://doi.org/10.12989/scs.2016.22.5.1039