Journal of Wind Engineering and Industrial Aerodynamics 1996: Vol 65 Table of Contents

3 Pages·1996·0.51 MB·English

Contents
Foreword
Conference Organizers and Committees
Sponsors
Conference Programme
Does representative wind information exist?
J. Wieringa (Wageningen, The Netherlands)
Directional analysis of extreme wind speeds in Poland
J.A. Zuranski, B. Jaspinska (Warsaw, Poland)
A refined model for calculating 3-D equivalent static wind forces on structures
G. Piccardo, G. Solari (Genova, Italy)
Coherence of wind-induced pressures on buildings in urban areas: Set up of a full-scale experiment
C.P.W. Geurts, H.S. Rutten, J.A. Wisse (Eindhoven, The Netherlands)
Dynamic behaviour of guys under turbulent wind load
U. Peil, H. Nélle (Braunschweig, Germany), Z.H. Wang (Karlsruhe, Germany)
Full-scale measurements of wind-induced oscillations of chimneys
H. Ruscheweyh, T. Galemann (Aachen, Germany)
Wind-induced vibrations of nonsymmetrical structures
M. Pirner, O. Fischer (Praha, Czech Republic)
Aerodynamic effects on a non-typical steel chimney 120 m high
R. Ciesielski, A. Flaga, J. Kawecki (Cracow, Poland)
Analysis of cross-wind response of steel chimneys with spoilers
M. Gaczek (Poznan, Poland), J. Kawecki (Cracow, Poland)
Low-speed wind gusts used for experimental evaluation of eigenfrequencies of tall
reinforced concrete chimneys
R. Ciesielski, R. Oruba (Cracow, Poland)
Probabilistic and deterministic aspects of combinations of wind, thermal and dead loads on
cooling towers
G. Bosak, A. Flaga (Cracow, Poland)
Wind-induced responses of an airport tower — efficiency of tuned liquid damper
Y. Tamura (Kanagawa, Japan), R. Kohsaka, O. Nakamura, K. Miyashita (Tokyo, Japan),
V.J. Modi (Vancouver, Canada)
Model/full scale comparison of pressures on the roof of the TTU experimental building
H.W. Tieleman (Blacksburg, USA)
Design wind pressure coefficients for monoslope roofs: A time series approach
T. Stathopoulos, K. Suresh Kumar, A.R. Mohammadian (Montreal, Canada)
Wind-induced dynamic response and resultant load estimation for a flat long-span roof
Y. Uematsu, M. Yamada, A. Sasaki (Sendai, Japan)
Researches on wind effects on domes in Brazil
J. Blessmann (Porto Alegre, Brazil)
Induced vibrations of leeward ropes. A practical example
M. Studnickova (Prague, Czech Republic)
Wind effects on the Normandie cable-stayed bridge: Comparison between full aeroelastic
model tests and quasi-steady analytical approach
E. Conti, N. Cohen (Bagneux, France), G. Grillaud, J. Jacob (Nantes, France)
The Pont de Normandie during construction, aeroelastic modelling of behaviour
F.M. Livesey, G.L. Larose (Lyngby, Denmark)
Elsevier Science B.V.
XXii
Contents
Background and main features of the Romanian standard on wind action
aS eRe Cy kl eee eek ase WR ee aan wy & 217
Use of the provisions of the Romanian standard on wind action in the analysis of the dynamic
response of two slender structures
ee ge I, III og eee Wee o os oS wpe epe la ks wee Ome 231
Experience with the new European Wind Load Code
a I ID gn hg Sis be RK obs 6 ese whee oe ECE Ow wos eee 243
A visual technique for the evaluation of the pedestrian-level wind environment around buildings
by using infrared thermography
Mi. Yesmeee, ¥. Vemiates, B. Sesski (Gemeei, Japan)... i ee see 261
Aerodynamic and thermal interaction of an element of a very rough surface with a turbulent
boundary-layer flow
A:R.J. Borges, J.L. Carvalho (Monte de Caparica, Portugal)... ......0-.0. .ces0 ue ee 273
New tools in wind engineering
ee Say yy ae GAPS a whi x 6 Ask och d ane ALE we es op a 279
Experimental and numerical analysis of vortex shedding from elongated rectangular cylinders
at low Reynolds numbers 200-10°
Y. Nakamura, Y. Ohya, S. Ozono (Fukuoka, Japan), R. Nakayama (Kitakyushu, Japan)...... 301
Prediction by discrete vortex method of aerodynamic forces on smokestacks of various
cross sections
K. Kushioka (Nagasaki, Japan), T. Ito (Tokyo, Japan), A. Honda (Nagasaki, Japan),
ea LAL ag ee he pane bw 6 seed eR Sipe oR ee wee 309
Numerical analysis of continuous models of structures in non-linear wind flow using the
time-marching approach
ia. Le ee, EY CPI, DUI Re8 ea ne ees ee eee 321
Turbulence and separation induced pressure fluctuations on a finite circular cylinder — application
of a linear unsteady strip theory
N. Holscher, H.-J. Niemann (Bochum, Germany) .................00+-20. 2ee0e e 335
Vortex-excited vibrations and galloping of slender elements
H. Ruscheweyh, M. Hortmanns, C. Schnakenberg (Aachen, Germany)................. 347
Closed analytical solution for galloping aeroelastic self-oscillations
M.I. Kazakevich, A.G. Vasilenko (Dnepropetrovsk, Ukraine)...................04. 353
Modelling of aerodynamic loads on a downstream cylinder caused by bistable flow between
two circular cylinders
E. Biamx-morewa, A. Plaga (Lublin, Poland)... .. cctt ee tees 361
Wind action and temperature difference effects on the ventilation rate of a two-storey building
communicating with the outside environment by a chimney
J.F.A. Dias Delgado, A.R. Janeiro Borges, J.M. Paixao Conde (Monte Caparica, Portugal) .... 371
A numerical simulation of the flow patterns inside a building due to wind action and heat release
J.F.A. Dias Delgado (Monte de Caparica, Portugal)... ............ 0.0000 eeee 383
Outline of a novel method for the prediction of atmospheric pollution dispersal from road vehicles
I se A aks. ea Ftc eiw b 0 woe elk we ek wow eed 395
Wind-tunnel tests of conveyer-belt housing structures
A.M. Goliger, J.L. Waldeck (Pretoria, South Africa)... ..............000ceccccee 405
Three-dimensional numerical calculation of the turbulent flow around a sharp-edged body by
means of large-eddy-simulation
i a a chk MO oo gees Ae Boe eked 415
pCR BG SR ER OR Ty De al fa a ee