Journal of Wind Engineering and Industrial Aerodynamics - v. 30, n. 1-3 (August 1988)

Erschienen:	August 1988

Autor(en)	Titel	Seite(n)
Hansen, S. O. / Dyrbye, C.	Along-wind response of line-like structures	27-34
Letelier S., M. F. / Valdivia M., J. / Leutheusser, H. J.	An anlytical model of the wind-induced spread of forest fires	215-219
Fricker, A. J.	An assessment of the role of geometric imperfections in the collapse of the fiddlers ferry cooling tower	95-104
Robertson, A. P.	Codification of local pressure coefficients for low-rise structures	143-152
Lee, B. E. / Ng, W. K.	Comparison of estimated dynamic along-wind responses	153-162
Ruscheweyh, H. / Sedlacek, G.	Crosswind vibrations of steel stacks. - critical comparison between some recently proposed codes -	173-183
Xiangting, Zhang	The current Chinese Code on wind loading and comparative study of wind loading codes	133-142
Modi, V. J. / Welt, F.	Damping of wind induced oscillations through liquid sloshing	85-94
Krätzig, Wilfried B. / Sanal, Ziya	Detuning of wind-induced vibrations of cooling tower shells	77-83
Modi, V. J.	Discussion on session 9: Engineering structures — towers, cables, wind pressures and fatigue	105-120
Kareem, Ahsan	Effect of parametric uncertainties on wind excited structural response	233-241
Melbourne, W. H.	Engineering structures - towers, cables wind pressures and fatigue	3-5
Schuëller, G. I. / Bucher, C. G. / Prenninger, P. H. W.	Influence of mean wind speed, surface roughness and structural damping on the reliability of wind loaded buildings	221-231
Lambert, M. J. / Ogle, M. H. / Smith, B. W.	Investigation of wind-induced fatigue in tall guyed steel masts	55-65
Kanda, Jun	Maximum wind speed estimation for arbitrary month periods in Japan	205-214
Ballio, G. / Solari, G.	The new italian recommendation for wind loads on structures: Basic assumptions and critical considerations	123-132
Kasperski, M. / Niemann, H.-J.	On the correlation of dynamic wind loads and structural response of natural-draught cooling towers	67-75
Hiramatsu, K. / Akagi, H.	The response of latticed steel towers due to the action of wind	7-16
Dionne, M. / Davenport, A. G.	A simple relationship between the gust response factor and fatigue damage	45-54
Walker, G. R.	A simplified wind loading code for small buildings in tropical cyclone prone areas	163-171
Milford, R. V. / Waldeck, J. L.	Statistics of full-scale surface pressures	35-44
Fujino, Y. / Ito, M. / Yamaguchi, H.	Three-dimensional behavior of galloping in telecommunication cables of figure-8 section	17-26
Berz, G. / Smolka, A.	Windstorm hazard and insurance	191-203

Autor(en)

Titel

Seite(n)

Hansen, S. O. / Dyrbye, C.

Along-wind response of line-like structures

27-34

Letelier S., M. F. / Valdivia M., J. / Leutheusser, H. J.

An anlytical model of the wind-induced spread of forest fires

215-219

Fricker, A. J.

An assessment of the role of geometric imperfections in the collapse of the fiddlers ferry cooling tower

95-104