Journal of Wind Engineering and Industrial Aerodynamics - v. 42, n. 1-3 (octobre 1992)

Publié:	octobre 1992

Auteur(s)	Titre	Page(s)
Marukawa, H. / Ohkuma, T. / Momomura, Y.	Across-wind and torsional acceleration of prismatic high rise buildings	1139-1150
Kobayashi, Hiroshi / Hatanaka, Akihide	Active generation of wind gust in a two-dimensional wind tunnel	959-970
Honda, Akihiro / Ito, Manabu / Kimura, Hideo	Aerodynamic instability of prestressed concrete cable-stayed bridge with noise barrier	1169-1180
Miyake, A. / Yoshimura, T. / Makino, M.	Aerodynamic instability of suspended roof models	1471-1482
Ogawa, K. / Shimodoi, H. / Ishizaki, H.	Aerodynamic stability of a cable-stayed bridge with girder, tower and cables	1227-1238
Yoshimura, T.	Aerodynamic stability of four medium span bridges in Kyushu district	1203-1214
Kawakita, S. / Bienkiewicz, B. / Cermak, J. E.	Aeroelastic model study of suspended cable roof	1459-1470
Matsumoto, Takeo	Aeroelastic modelling of air-supported roofs	1497-1507
Littler, J. D.	Ambient vibration tests on long span suspension bridges	1359-1370
Wu, G. / Higuchi, K. / Meroney, R. N.	Applications of digital image processing in wind engineering	999-1010
Parkinson, G. V. / Cook, N. J.	Blockage tolerance of a boundary-layer wind tunnel	873-884
Kimura, K. / Tanaka, H.	Bridge buffeting due to wind with yaw angles	1309-1320
Kawamura, Sumio / Kiuchi, Tatsuhiko / Mochizuki, Toshio	Characteristics of wind pressure acting on spatial large dome	1511-1512
Miyata, Toshio / Matsumoto, Hiroki / Yasuda, Masahiko	Circumstances of wind-resistant design examinations for very long suspension bridge	1371-1382
Grillaud, G. / Chauvin, A. / Bietry, J.	Comportement dynamique d'un pont á haubans dans une turbulence de sillage	1181-1189
Miyata, T. / Yamata, H. / Yokoyama, K. / Kanazaki, T. / Iijima, T.	Construction of boundary layer wind tunnel for long-span bridges	885-896
Tanaka, H. / Yamamura, N. / Tatsumi, M.	Coupled mode flutter analysis using flutter derivatives	1279-1290
Kareem, Ahsan	Dynamic response of high-rise buildings to stochastic wind loads	1101-1112
Cook, N. J.	Dynamic response of single-ply membrane roofing systems	1525-1536
Tsugawa, T. / Hongo, T. / Suzuki, M.	Experimental study of wind pressure and wind force characteristics on dome shaped openable roofs	1509-1510
Gamble, Scott L. / Kochanski, Will W. / Irwin, Peter A.	Finite area element snow loading prediction - applications and advancements	1537-1548
Yoshida, M. / Kondo, K. / Suzuki, M.	Fluctuating wind pressure measured with tubing system	987-998
Xiang, H. / Zhao, Z. / Zhu, L.	Flutter pattern of cable-stayed bridge and a numerical method for flutter analysis	1291
Littler, J. D. / Ellis, B. R.	Full-scale measurements to determine the response of Hume Point to wind loading	1085-1096
Thor Snaebjornsson, Jonas / Reed, D. A.	Full-scale results of wind-induced motion in multi-story buildings	1113-1123
Verheij, F. J. / Cleijne, J. W. / Leene, J. A.	Gust modelling for wind loading	947-958
Taniike, Yoshihito	Interference mechanism for enhanced wind forces on neighboring tall buildings	1073-1083
Namini, Ahmad	Investigation of analytical modeling for long-span bridge flutter	1277-1278
	List of committee members for the steering group meeting on Thursday, July 11, 1991 at 8:00 p.m. University Club Lounge	A8-A9
Yamada, Hitoshi / Miyata, Toshio / Ichikawa, Hitoshi	Measurement of Aerodynamic Coefficients by System identification methods	1255-1263
Kubo, Y. / Hirata, K. / Mikawa, K.	Mechanism of aerodynamic vibrations of shallow bridge girder sections	1297-1308
Davenport, A. G.	Meeting of the Steering Group of the International Association of Wind Engineering	A7
Surry, D.	Minutes of the Meeting of the Steering Group of the International Association of Wind Engineering	A3-A6
Blessmann, J.	Neighbouring wind effects on two tall buildings	1041-1052
Falco, M. / Curami, A. / Zasso, A.	Nonlinear effects in sectional model aeroelastic parameters identification	1321-1332
Sockel, H. / Ottitsch, F.	Numerical and experimental investigation of a pressure measuring system with a restrictor	975-985
Gu, M. / Xiang, H.	Optimization of TMD for suppressing buffeting response of long-span bridges	1383-1392
Isyumov, N. / Fediw, A. A. / Colaco, J. / Banavalkar, P. V.	Performance of a tall building under wind action	1053-1064
Cermak, J. E. / Cochran, L. S.	Physical modelling of the atmospheric surface layer	935-946
Ostenfeld-Rosenthal, P. / Madsen, H. O. / Larsen, A.	Probabilistic flutter criteria for long span bridges	1265-1276
Tieleman, H. W.	Problems associated with flow modelling procedures for low-rise structures	923-934
	Progress in Wind Engineering	xv-xxxi
Dalley, S. / Richardson, G.	Reference static pressure measurements in wind tunnels	909-920
Bucher, Christian G. / Wall, Friedrich J.	Stochastic response of bridges in turbulent wind	1347-1358
Sarkar, Partha P. / Jones, Nicholas P. / Scanlan, Robert H.	System identification for estimation of flutter derivatives	1243-1254
Cheung, J. C. K. / Melbourne, W. H.	Torsional moments of tall buildings	1125-1126
Steckley, Andrew / Accardo, Marco / Gamble, Scott L. / Irwin, Peter A.	The use of integrated pressures to determine overall wind- induced response	1023-1034
Boggs, D. W.	Validation of the aerodynamic model method	1011-1022
Hjorth-Hansen, E. / Jakobsen, A. / Strømmen, E.	Wind buffeting of a rectangular box girder bridge	1215-1226
Larose, G. L. / Davenport, A. G. / King, J. P. C.	Wind effects on long span bridges: Consistency of wind tunnel results	1191-1202
Larsen, Allan / Gimsing, Niels J.	Wind engineering aspects of the east bridge tender project	1405-1416
Vickery, B. J. / Majowiecki, M.	Wind induced response of a cable supported stadium roof	1447-1458
Hansen, S. O. / Højholt, P. / Nielsen, K.	Wind load on grandstands around a full perimeter of a stadium	1423-1434
Bocciolone, M. / Cheli, F. / Curami, A. / Zasso, A.	Wind measurements on the humber bridge and numerical simulations	1393-1404
Kobori, T. / Tsujimoto, T. / Kondo, K.	Wind resistant design of a high-rise building with stepped height	1039-1040
Borri, C. / Majowiecki, M. / Spinelli, P.	Wind response of a large tensile structure: The new roof of the olimpic stadium in Rome	1435-1446
Gerhardt, H. J. / Kramer, C.	Wind safety of single-ply roofs under time varying wind load	1513-1524
Takeda, K. / Kato, M.	Wind tunnel blockage effects on drag coefficient and wind-induced vibration	897-908
Fujino, Y. / Iwamoto, M. / Ito, M. / Hikami, Y.	Wind tunnel experiments using 3D models and response prediction for a long-span suspension bridge	1333-1344
Breeze, G.	Wind tunnel investigation upon the coherence of pressure measurements taken around a tall building in open site terrain	1151-1161
Alexandrou, C. / Hertig, J.-A. / Zago, L.	Wind tunnel tests on a large astronomical telescope	1483-1493
Katagiri, J. / Nakamura, O. / Ohkuma, T. / Marukawa, H. / Tsujimoto, T. / Kondo, K.	Wind-induced lateral-torsional motion of a tall building	1127-1137

Auteur(s)

Titre

Page(s)

Marukawa, H. / Ohkuma, T. / Momomura, Y.

Across-wind and torsional acceleration of prismatic high rise buildings

1139-1150

Kobayashi, Hiroshi / Hatanaka, Akihide

Active generation of wind gust in a two-dimensional wind tunnel

959-970

Honda, Akihiro / Ito, Manabu / Kimura, Hideo

Aerodynamic instability of prestressed concrete cable-stayed bridge with noise barrier

1169-1180

Miyake, A. / Yoshimura, T. / Makino, M.

Aerodynamic instability of suspended roof models

1471-1482

Ogawa, K. / Shimodoi, H. / Ishizaki, H.

Aerodynamic stability of a cable-stayed bridge with girder, tower and cables

1227-1238

Yoshimura, T.

Aerodynamic stability of four medium span bridges in Kyushu district

1203-1214

Kawakita, S. / Bienkiewicz, B. / Cermak, J. E.

Aeroelastic model study of suspended cable roof

1459-1470

Matsumoto, Takeo

Aeroelastic modelling of air-supported roofs

1497-1507

Littler, J. D.

Ambient vibration tests on long span suspension bridges

1359-1370

Wu, G. / Higuchi, K. / Meroney, R. N.

Applications of digital image processing in wind engineering

999-1010

Parkinson, G. V. / Cook, N. J.

Blockage tolerance of a boundary-layer wind tunnel

873-884

Kimura, K. / Tanaka, H.

Bridge buffeting due to wind with yaw angles

1309-1320

Kawamura, Sumio / Kiuchi, Tatsuhiko / Mochizuki, Toshio

Characteristics of wind pressure acting on spatial large dome

1511-1512

Miyata, Toshio / Matsumoto, Hiroki / Yasuda, Masahiko

Circumstances of wind-resistant design examinations for very long suspension bridge

1371-1382

Grillaud, G. / Chauvin, A. / Bietry, J.

Comportement dynamique d'un pont á haubans dans une turbulence de sillage

1181-1189

Miyata, T. / Yamata, H. / Yokoyama, K. / Kanazaki, T. / Iijima, T.

Construction of boundary layer wind tunnel for long-span bridges

885-896

Tanaka, H. / Yamamura, N. / Tatsumi, M.

Coupled mode flutter analysis using flutter derivatives

1279-1290

Kareem, Ahsan

Dynamic response of high-rise buildings to stochastic wind loads

1101-1112

Cook, N. J.

Dynamic response of single-ply membrane roofing systems

1525-1536

Tsugawa, T. / Hongo, T. / Suzuki, M.

Experimental study of wind pressure and wind force characteristics on dome shaped openable roofs

1509-1510

Gamble, Scott L. / Kochanski, Will W. / Irwin, Peter A.

Finite area element snow loading prediction - applications and advancements

1537-1548

Yoshida, M. / Kondo, K. / Suzuki, M.

Fluctuating wind pressure measured with tubing system

987-998

Xiang, H. / Zhao, Z. / Zhu, L.

Flutter pattern of cable-stayed bridge and a numerical method for flutter analysis

1291

Littler, J. D. / Ellis, B. R.

Full-scale measurements to determine the response of Hume Point to wind loading

1085-1096

Thor Snaebjornsson, Jonas / Reed, D. A.

Full-scale results of wind-induced motion in multi-story buildings

1113-1123

Verheij, F. J. / Cleijne, J. W. / Leene, J. A.

Gust modelling for wind loading

947-958

Taniike, Yoshihito

Interference mechanism for enhanced wind forces on neighboring tall buildings

1073-1083

Namini, Ahmad

Investigation of analytical modeling for long-span bridge flutter

1277-1278

List of committee members for the steering group meeting on Thursday, July 11, 1991 at 8:00 p.m. University Club Lounge

A8-A9

Yamada, Hitoshi / Miyata, Toshio / Ichikawa, Hitoshi

Measurement of Aerodynamic Coefficients by System identification methods

1255-1263

Kubo, Y. / Hirata, K. / Mikawa, K.

Mechanism of aerodynamic vibrations of shallow bridge girder sections

1297-1308

Davenport, A. G.

Meeting of the Steering Group of the International Association of Wind Engineering

Surry, D.

Minutes of the Meeting of the Steering Group of the International Association of Wind Engineering

A3-A6

Blessmann, J.

Neighbouring wind effects on two tall buildings

1041-1052

Falco, M. / Curami, A. / Zasso, A.

Nonlinear effects in sectional model aeroelastic parameters identification

1321-1332

Sockel, H. / Ottitsch, F.

Numerical and experimental investigation of a pressure measuring system with a restrictor

975-985

Gu, M. / Xiang, H.

Optimization of TMD for suppressing buffeting response of long-span bridges

1383-1392

Isyumov, N. / Fediw, A. A. / Colaco, J. / Banavalkar, P. V.

Performance of a tall building under wind action

1053-1064

Cermak, J. E. / Cochran, L. S.

Physical modelling of the atmospheric surface layer

935-946

Ostenfeld-Rosenthal, P. / Madsen, H. O. / Larsen, A.

Probabilistic flutter criteria for long span bridges

1265-1276

Tieleman, H. W.

Problems associated with flow modelling procedures for low-rise structures

923-934

Progress in Wind Engineering

xv-xxxi

Dalley, S. / Richardson, G.

Reference static pressure measurements in wind tunnels

909-920

Bucher, Christian G. / Wall, Friedrich J.

Stochastic response of bridges in turbulent wind

1347-1358

Sarkar, Partha P. / Jones, Nicholas P. / Scanlan, Robert H.

System identification for estimation of flutter derivatives

1243-1254

Cheung, J. C. K. / Melbourne, W. H.

Torsional moments of tall buildings

1125-1126

Steckley, Andrew / Accardo, Marco / Gamble, Scott L. / Irwin, Peter A.

The use of integrated pressures to determine overall wind- induced response

1023-1034

Boggs, D. W.

Validation of the aerodynamic model method

1011-1022

Hjorth-Hansen, E. / Jakobsen, A. / Strømmen, E.

Wind buffeting of a rectangular box girder bridge

1215-1226

Larose, G. L. / Davenport, A. G. / King, J. P. C.

Wind effects on long span bridges: Consistency of wind tunnel results

1191-1202

Larsen, Allan / Gimsing, Niels J.

Wind engineering aspects of the east bridge tender project

1405-1416

Vickery, B. J. / Majowiecki, M.

Wind induced response of a cable supported stadium roof

1447-1458

Hansen, S. O. / Højholt, P. / Nielsen, K.

Wind load on grandstands around a full perimeter of a stadium

1423-1434

Bocciolone, M. / Cheli, F. / Curami, A. / Zasso, A.

Wind measurements on the humber bridge and numerical simulations

1393-1404

Kobori, T. / Tsujimoto, T. / Kondo, K.

Wind resistant design of a high-rise building with stepped height

1039-1040

Borri, C. / Majowiecki, M. / Spinelli, P.

Wind response of a large tensile structure: The new roof of the olimpic stadium in Rome

1435-1446

Gerhardt, H. J. / Kramer, C.

Wind safety of single-ply roofs under time varying wind load

1513-1524

Takeda, K. / Kato, M.

Wind tunnel blockage effects on drag coefficient and wind-induced vibration

897-908

Fujino, Y. / Iwamoto, M. / Ito, M. / Hikami, Y.

Wind tunnel experiments using 3D models and response prediction for a long-span suspension bridge

1333-1344

Breeze, G.

Wind tunnel investigation upon the coherence of pressure measurements taken around a tall building in open site terrain

1151-1161

Alexandrou, C. / Hertig, J.-A. / Zago, L.

Wind tunnel tests on a large astronomical telescope

1483-1493

Katagiri, J. / Nakamura, O. / Ohkuma, T. / Marukawa, H. / Tsujimoto, T. / Kondo, K.

Wind-induced lateral-torsional motion of a tall building

1127-1137

Publicité

Journal of Wind Engineering and Industrial Aerodynamics - v. 42, n. 1-3 (octobre 1992)

Articles dans ce numéro

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Journal of Wind Engineering and Industrial Aerodynamics - v. 42, n. 1-3 (octobre 1992)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.