Wind loads on low buildings: in the wake of Alan Davenport's contributions
暂无分享,去创建一个
[1] Nicolas G. Wright,et al. Comparison of several computational turbulence models with full-scale measurements of flow around a building , 1999 .
[2] C. J. Apelt,et al. Simulation of flow past a cube in a turbulent boundary layer , 1990 .
[3] Theodore Stathopoulos,et al. Knowledge-based wind loading for envelope design: beyond building codes , 1994 .
[4] Ron Sharpe,et al. Wind loads on buildings expert system - WINDLOADER , 1990 .
[5] Theodore Stathopoulos,et al. The numerical wind tunnel for industrial aerodynamics: Real or virtual in the new millennium? , 2002 .
[6] T. Tanahashi,et al. High-speed GSMAC-FEM for wind engineering , 1994 .
[7] D. Lakehal,et al. Numerical approach for wind loads prediction on buildings and structures , 1995 .
[8] M. R. Hajj,et al. Application of wavelet analysis to incident wind in relevance to wind loads on low-rise structures , 1996 .
[9] Yl L. Xu,et al. Variations of wind pressure on hip roofs with roof pitch , 1998 .
[10] Dorothy Reed. Expert systems in wind engineering , 1990 .
[11] Shuzo Murakami,et al. 3-D numerical simulation of airflow around a cubic model by means of the k-ϵ model , 1988 .
[12] A. G. Davenport. Martin Jensen: An appreciation , 1992 .
[13] A. Robins,et al. The flow around a surface-mounted cube in uniform and turbulent streams , 1977, Journal of Fluid Mechanics.
[14] Frank Baetke,et al. Numerical simulation of turbulent flow over surface-mounted obstacles with sharp edges and corners , 1990 .
[15] T. Stathopoulos,et al. Wind Pressures on Parapets of Flat Roofs , 2002 .
[16] Tat Chiu Ho,et al. Variability Of Low Building Wind Loads , 1992 .
[17] Theodore Stathopoulos,et al. Proposed new Canadian wind provisions for the design of gable roofs , 2000 .
[18] A. J. Minson,et al. Towards an expert system for estimating wind loads on building attachments using detailed local velocity data , 1996 .
[19] Theodore Stathopoulos,et al. Generalization of wind-induced interference effects for two buildings , 2000 .
[20] A. Hunt,et al. Wind-tunnel measurements of surface pressures on cubic building models at several scales , 1982 .
[21] C. X. Zhang,et al. Numerical predictions of turbulent recirculating flows with a κ-ϵ model , 1994 .
[22] Theodore Stathopoulos,et al. Design recommendations for wind loading on buildings of intermediate height , 1989 .
[23] Masanobu Shinozuka,et al. Structural safety and reliability : proceedings of ICOSSAR'85, the 4th International Conference on Structural Society [i.e. Safety] and Reliabelity [i.e. Reliability], the International Conference Center Kobe, Kobe, Japan, May 27-29, 1985 , 1985 .
[24] Theodore Stathopoulos,et al. Wind loads on low-rise buildings: a review of the state of the art , 1984 .
[25] Theodore Stathopoulos,et al. Codification of wind loads on buildings using bluff body aerodynamics and climatological data bases , 1997 .
[26] Emil Simiu,et al. The use of aerodynamic databases for the effective estimation of wind effects in main wind-force resisting systems: , 1998 .
[27] T E Stanton. REPORT ON THE MEASUREMENT OF THE PRESSURE OF THE WIND ON STRUCTURES. , 1925 .
[28] Theodore Stathopoulos,et al. Generation of local wind pressure coefficients for the design of low building roofs , 2001 .
[29] David Surry,et al. An experimental approach to the economical measurement of spatially-averaged wind loads , 1978 .
[30] Alan G. Davenport,et al. Perspectives on the full-scale measurement of wind effects☆ , 1975 .
[31] A. Davenport,et al. The magnitude and distribution of wind-induced pressures on hip and gable roofs , 1991 .