과제정보
연구 과제 주관 기관 : Science and Technology Commission of Shanghai Municipality, Shanghai Municipal Education Commission
참고문헌
- Aly, A.M. (2013), "Pressure integration technique for predicting wind-induced response in high-rise buildings", Alexandria Eng. J., 52(4), 717-731. https://doi.org/10.1016/j.aej.2013.08.006
- Aly, A.M. (2014), "Atmospheric boundary-layer simulation for the built environment: past, present and future", Build. Environ., 75, 206-221. https://doi.org/10.1016/j.buildenv.2014.02.004
- Architectural Institute of Japan (AIJ), (1995), Recommendations for Loads on Building, Japan.
- Baker, C.J. (2000), "Aspects of the use of proper orthogonal decomposition of surface pressure fields", Wind Struct., 3(2), 97-115. https://doi.org/10.12989/was.2000.3.2.097
- Bienkiewicz, B., Tamura, Y., Ham, H.J., Ueda H. and Hibi, K. (1995), "Proper orthogonal decomposition and reconstruction of multi-channel roof pressure", J. Wind Eng. Ind. Aerod., 54-55, 369-382. https://doi.org/10.1016/0167-6105(94)00066-M
- Boggs, D.W. and Peterka, J.A. (1989), "Aerodynamic model tests of tall buildings", J. Eng. Mech. - ASCE, 115(3), 618-635. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:3(618)
- Carassale, L., Piccardo, G. and Solari, G. (2001), "Double modal transformation and wind engineering applications", J. Eng. Mech. - ASCE, 127, 432-439. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:5(432)
- Davenport, A.G. (1961a), "A statistical approach to the treatment of wind loading on tall masts and suspension bridges", Ph.D Thesis, University of Bristol.
- Davenport, A.G. (1961b), "The application of statistical concepts to the wind loading of structures", Proc. the Institute of Civil Engineers, London, UK, 19, 449-472. https://doi.org/10.1680/iicep.1961.11304
- Diana, G., Giappino, S., Resta, F., Tomasini, G. and Zasso, A. (2009), "Motion effects on the aerodynamic forces for an oscillating tower through wind tunnel tests", Proceedings of the 5th European and African Conf. on Wind Engineering, Int. association for Wind Engineering, EACWE 5: Florence, Italy.
- Fediw, A.A., Nakayama, M., Cooper, K.R., Sasaki, Y., Resend, I.S. and Zan, S.J. (1995), "Wind tunnel study of an oscillating tall building", J. Wind Eng. Ind. Aerod., 57, 249-260. https://doi.org/10.1016/0167-6105(95)00002-9
- Giappino, S., Rosa, L., Tomasini, G. and Zasso, A. (2015), "An aerodynamic and aeroelastic experimental study on a sectional and three-dimensional rectangular tall building", Struct. Des. Tall Spec. Build., 25, 139-157.
- Gu, M. and Quan, Y. (2004), "Across-wind loads of typical tall buildings", J. Wind Eng. Ind. Aerod., 92(13), 1147-1165. https://doi.org/10.1016/j.jweia.2004.06.004
- Kareem, A. (1992), "Dynamic response of high-rise buildings to stochastic wind loads", J. Wind Eng. Ind. Aerod., 41-44, 1101-1112.
- Kikuchi, H., Tamura, Y., Ueda H. and Hibi, K. (1997), "Dynamic wind pressure acting on a tall building model-Proper orthogonal decomposition", J. Wind Eng. Ind. Aerod., 69-71, 631-646. https://doi.org/10.1016/S0167-6105(97)00193-1
- Kim, Y.M., You, K.P. and Ko, N.H. (2008), "Across-wind responses of an aeroelastic tapered tall building", J. Wind Eng. Ind. Aerod., 96, 1307-1319. https://doi.org/10.1016/j.jweia.2008.02.038
- Kwok, K.C.S., (1982), "Cross-wind response of tall buildings", Eng. Struct., 4, 256-262. https://doi.org/10.1016/0141-0296(82)90031-1
- Liang, S.G., Li, Q.S., Liu, S.C., Zhang, L.L. and Gu, M. (2004), "Torsional dynamic wind load on rectangular tall buildings", Eng. Struct., 26(1), 129-137. https://doi.org/10.1016/j.engstruct.2003.09.004
- Ministry of Construction P.R. China (MCC) (2002), Load Code for the Design of Building Structures, GB 50009-2001, China Architecture & Building Press.
- Pozzuoli, C., Bartoli, G., Peil, U. and Clobes, M. (2013), "Serviceability wind risk assessment of tall buildings including aeroelastic effects", J. Wind Eng. Ind. Aerod., 123, 325-338. https://doi.org/10.1016/j.jweia.2013.09.014
- Quan, Y. (1999), "Study on wind tunnel test of aeroelastic model of super-high-rise buildings", Master Thesis, Tongji University, China.
- Rosa, L., Tomasini, G., Zasso, A. and Aly, A.M. (2012), "Wind-induced dynamics and loads in a prismatic slender building: A modal approach based on unsteady pressure measurements", J. Wind Eng. Ind. Aerod., 107-108, 118-130. https://doi.org/10.1016/j.jweia.2012.03.034
- Solari, G. (1993), "Gust buffeting. II: dynamic alongwind response", J. Struct. Eng., 119, 383-398. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(383)
- Tanaka, H., Tamura, Y., Ohtake, K., Nakai, M. and Kim. Y.C. (2012), "Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations", J. Wind Eng. Ind. Aerod., 107-108, 179-191. https://doi.org/10.1016/j.jweia.2012.04.014
- Wang, F.Y. (1998), "Study on aerodynamic loads and wind effects of high-rise buildings using high-frequency force balance", Master Thesis, Tongji University, China.
- Xu, Y.L. and Kowk, K.C.S. (1993), "Mode shape corrections for wind tunnel tests of tall buildings", Eng. Struct., 15, 387-392. https://doi.org/10.1016/0141-0296(93)90042-3
- Ye, F. (2000), "Study on along-wind wind loads and responses of high-rise buildings", Master Thesis, Tongji University, China.
- Zhou, Y., Gu M. and Xiang, H.F. (1999a), "Alongwind static equivalent wind loads and responses of tall buildings. Part II: Effects of mode shapes", J. Wind Eng. Ind. Aerod., 79, 151-158. https://doi.org/10.1016/S0167-6105(97)00298-5
- Zhou, Y., Gu, M. and Xiang, H.F. (1999b), "Alongwind static equivalent wind loads and responses of tall buildings. Part I: Unfavorable distributions of static equivalent wind loads", J. Wind Eng. Ind. Aerod., 79, 135-150. https://doi.org/10.1016/S0167-6105(97)00297-3
- Zhou, Y., Kareem, A. and Gu, M. (2000), "Equivalent static buffeting wind loads on structures", J. Struct. Eng. - ASCE, 126, 989-992. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(989)
- Zhou, Y., Kreeam A. and Gu M. (2002), "Mode shape corrections for wind load effects", J. Eng. Mech. - ASCE, 128, 15-23. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:1(15)
피인용 문헌
- Serviceability evaluation methods for high-rise structures considering wind direction vol.30, pp.3, 2017, https://doi.org/10.12989/was.2020.30.3.275