Results 271 to 280 of about 359,992 (302)
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Wind induced response of an elevated steel water tank

Wind and Structures, 2001
The paper describes the results of the monitoring of an elevated steel water-tank with unusualrnshape, 85 m high and 40 m wide. The research was carried out analysing both the static and dynamicrnbehaviour under wind actions. The instruments used (some of which were employed for the first time forrnthis project) are described and the data processing ...
SEPE, VINCENZO, ZINGALI A. E.
openaire   +2 more sources

Wind induced dynamic response of the Wye bridge

Engineering Structures, 1980
Abstract As part of the research effort to improve the understanding of the effect of wind on bridges, the Transport and Road Research Laboratory (TRRL) has measured the wind-induced dynamic response of the 235 m span cable stayed box girder bridge that carries the M4 motorway over the River Wye.
openaire   +1 more source

Wind-induced responses of tall buildings experiencing complex motion

Journal of Wind Engineering and Industrial Aerodynamics, 2002
Abstract A wind tunnel model study on the effects of eccentricity between centre of mass and centre of stiffness of a tall rectangular building on the wind-induced response characteristics and wind excitation mechanisms was carried out. The results indicated significant effects of eccentricity on the along-wind, cross-wind, and twisting moment ...
Thepmongkorn, S., Kwok, KCS
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Wind‐Induced Response of Structurally Asymmetric High‐Rise Buildings

Journal of Structural Engineering, 1992
The results of a comprehensive three‐dimensional dynamic analysis of structurally asymmetric high‐rise buildings subjected to stochastic wind forces are summarized. Random vibration theory is used to obtain the response statistics that are important for checking the serviceability of the building.
M. Saiful Islam   +2 more
openaire   +1 more source

Study of wind-induced response of long-span structure

Journal of Wind Engineering and Industrial Aerodynamics, 1999
Abstract In this study, a wind tunnel test was conducted for an actually designed long-span structure whose roof consisted of two different shapes. Based on the data obtained from this experiment, we simulated a multi-point fluctuating wind pressure time series by the Monte Carlo method.
H. Yasui   +5 more
openaire   +1 more source

Wind induced response of a cable supported stadium roof

Journal of Wind Engineering and Industrial Aerodynamics, 1992
Abstract The first section of the paper describes the results of a wind tunnel investigation of the behaviour of wind of the cable supported roof of the “Stadio dell Alpi”, Turin, Italy. The results presented and discussed include local and area-averaged pressures on the roof and the motions observed on a 1:200 aeroelastic model. It is shown that the
B.J. Vickery, M. Majowiecki
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FULL-SCALE MEASUREMENTS OF WIND-INDUCED RESPONSE OF SYDNEY TOWER

Journal of Wind Engineering and Industrial Aerodynamics, 1983
Abstract Results of full-scale measurements of wind-induced response of Sydney Tower taken between December 1980 and August 1982 are presented in this paper. The natural frequencies of vibration were found to be 0.10 Hz and 0.50 Hz for the first mode and second mode respectively.
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Wind-induced response of double articulated towers

Journal of Wind Engineering and Industrial Aerodynamics, 1997
Suhail Ahmad, N. Islam, N.A. Siddiqui
openaire   +1 more source

Wind-induced vibration response of modular high-rise buildings

The Structural Engineer
This article, based on the winning entry to the Institution of Structural Engineers Research into Practice case study competition 2024, describes the collaboration between Tide Construction, Barrett Mahony Consulting Engineers, Trinity College Dublin and BMT Fluid Dynamics examining the dynamic behaviour of tall modular buildings.
Hollie Moore   +5 more
openaire   +1 more source

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