Journal of Wind Engineering and Industrial Aerodynamics - v. 13, n. 1-3 (Dezember 1983)

Erschienen:	Dezember 1983

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Bienkiewicz, B. / Cermak, J. E. / Peterka, J. A. / Scanlan, R. H.	Active modeling of large-scale turbulence	465-475
Kimoto, E. / Kawamura, S.	Aerodynamic behaviour of one-way type hanging roofs	395-405
Tschanz, T. / Davenport, A. G.	The base balance technique for the determination of dynamic wind loads	429-439
Dalgliesh, W. A. / Cooper, K. R. / Templin, J. T.	Comparison of model and full-scale accelerations of a high-rise building	217-228
Wu, Ching-Chi / Chiu, Arthur N. L.	Comparison of some ambient and typhoon instantaneous wind speed characteristics	43-53
Abdel-Rohman, M.	Control of tall buildings response by aerodynamic appendages	253-260
Georgiou, P. N. / Davenport, A. G. / Vickery, B. J.	Design wind speeds in regions dominated by tropical cyclones	139-152
Reid, S. J.	Design winds for high-level sites in New Zealand	77-86
Gumley, S. J.	A detailed design method for pneumatic tubing systems	441-452
Evans, R. A. / Lee, B. E.	The determination of the modal forces acting on three buildings using wind tunnel methods	161-172
Waldeck, J. L.	A digital system for the measurement of wind effects on large structures	453-464
Holmes, J. D.	Discussion on session 3 - wind characteristics : Long term wind statistics	153-158
Rijkoort, P. J. / Wieringa, J.	Extreme wind speeds by compound weibull analysis of exposure-corrected data	93-104
Hoxey, R. P. / Moran, P.	A full-scale study of the geometric parameters that influence wind loads on low rise buildings	277-288
Choi, E. C. C.	Gradient height and velocity profile during typhoons	31-41
Sparks, P. R. / Mirtaheri, M.	The influence of structural performance on the distribution of wind loads on buildings	229-240
Matsumoto, Takeo	An investigation on the response of pretensioned one-way type suspension roofs to wind action	383-394
Jischke, M. C. / Light, B. D.	Laboratory simulation of tornadic wind loads on a rectangular model structure	371-382
Leicester, R. H. / Hawkins, B. T.	Large models of low rise buildings loaded by the natural wind	289-300
Jeary, A. P. / Ellis, B. R.	On predicting the response of tall buildings to wind excitation	173-182
Moriarty, W. W. / Templeton, J. I.	On the estimation of extreme wind gusts by direction sector	127-138
Kawai, H.	Pressure fluctuations on square prisms - applicability of strip and quasi-steady theories	197-208
Davenport, A. G.	The relationship of reliability to wind loading	3-27
Stathopoulos, T. / Surry, D.	Scale effects in wind tunnel testing of low buildings	313-326
Peterka, J. A.	Selection of local peak pressure coefficients for wind tunnel studies of buildings	477-488
Dutt, A. J.	Simplification of the dynamic characteristics of the wind loading on a low-rise structure	301-312
Naito, G.	Spatial structure of surface wind over the ocean	67-76
Fujino, Y. / Ito, M.	Statistical estimation of direction-dependent design wind speed	115-125
Goto, Takeshi	Studies on wind-induced motion of tall buildings based on occupants' reactions	241-252
Dorman, C. M. L.	United States extreme wind speeds - a new view	105-114
Best, R. J. / Holmes, J. D.	Use of eigenvalues in the covariance integration method for determination of wind load effects	359-370
Isyumov, N. / Poole, M.	Wind induced torque on square and rectangular building shapes	183-196
Kramer, C. / Gerhardt, H. J.	Wind loads on permeable roofing systems	347-358
Ishizaki, H.	Wind profiles, turbulence intensities and gust factors for design in typhoon-prone regions	55-66
Roy, R. J.	Wind tunnel measurements of total loads on a mobile home	327-338
Elashkar, I. / Novák, M.	Wind tunnel studies of cable roofs	407-419
Johns, D. J.	Wind-induced static instability of cylindrical shells	261-270

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Veröffentlicht am:
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Journal of Wind Engineering and Industrial Aerodynamics - v. 13, n. 1-3 (Dezember 1983)

Artikel in dieser Ausgabe

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Journal of Wind Engineering and Industrial Aerodynamics - v. 13, n. 1-3 (Dezember 1983)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.