Results 11 to 20 of about 463,017 (306)

Wind tunnel testing to study turbulent wind field effect on wind load and wind-induced response of TV tower

open access: yesFrontiers in Built Environment
For steel-constructed TV towers, complex aerodynamic profiles and low damping are typical characteristics—two attributes that render wind-induced response and wind load critical considerations in their design. Additionally, their wide distribution across
Daqiao Xia, Cheng Pei
doaj   +2 more sources

Aerodynamic Characteristics and Lateral Displacements of a Set of Two Buildings in a Linked Tall Building System

open access: yesSensors, 2021
This study evaluates the aerodynamic characteristics and lateral displacements of two staggered buildings in a linked-building (LB) system. Particle image velocimetry and pressure measurements are employed, and the lateral displacement is evaluated using
Zengshun Chen, Bubryur Kim, Dong-Eun Lee
doaj   +1 more source

Study the Influence of Cable Breakage on Wind-Induced Vibration Characteristics of the Curved Beam Unilateral Stayed Bridge

open access: yesBuildings, 2023
Existing studies have found that curved beam unilateral stayed bridges (CBUSB) have a risk of cable breakage under the design wind velocity. To ensure structural wind-induced vibration security, it is necessary to study the wind-induced vibration ...
Shuang Zhao   +6 more
doaj   +1 more source

Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower

open access: yesShock and Vibration, 2021
Wind tunnel tests were carried out to measure the wind pressure of a 200 m high natural-draught cooling tower. An analysis of the distribution characteristics of external pressure was then conducted to determine the pressure coefficients Cp(θ, z) in a ...
Yunfeng Zou   +4 more
doaj   +1 more source

Research on Equivalent Static Load of High-Rise/Towering Structures Based on Wind-Induced Responses

open access: yesApplied Sciences, 2022
A method of assessing equivalent static wind loads that can represent all the real ultimate states of a high-rise building and towering structure has still not been fully determined in wind engineering.
Junhui Yang, Junfeng Zhang, Chao Li
doaj   +1 more source

Dynamic Response of Slender Vertical Structures Subjected to Thunderstorm Outflows

open access: yesApplied Sciences, 2023
This study examines the maximum alongwind dynamic response of slender vertical structures subjected to thunderstorms, comparing the induced maximum response with the one induced via synoptic events.
Luca Roncallo   +2 more
doaj   +1 more source

Calibrated consistent flow generator for tall building aerodynamics using large eddy simulation

open access: yesResults in Engineering, 2022
Ensuring proper matching of the target wind characteristics of the inflow is vital for the accuracy of both experimental and numerical wind studies. In the current study, a calibrated turbulent inflow generation technique was developed to accurately ...
Jiaxiang Chen   +3 more
doaj   +1 more source

Investigation of the Scruton Number Effects of Wind-Induced Unsteady Galloping Responses of Bridge Suspenders

open access: yesShock and Vibration, 2021
When the critical wind speed of vortex-induced resonance is close to that of quasi-steady galloping, a type of coupled wind-induced vibration that is different from divergent galloping can easily occur in a rectangular bar.
Shuai Zhou   +4 more
doaj   +1 more source

Modeling the Kinematic Response of Rice under Near-Ground Wind Fields Using the Finite Element Method

open access: yesAgronomy, 2023
Plant protection drones are commonly encountered in agricultural fields. Their downwash airflow can agitate flexible crops (e.g., rice and wheat) or even cause wind-induced losses.
Xiaodan Hu   +6 more
doaj   +1 more source

Southern Ocean response to relative velocity wind stress forcing [PDF]

open access: yes, 2010
An eddy-resolving quasigeostrophic model of the Southern Ocean coupled to a dynamic atmospheric mixed layer is used to compare the performance of two different wind stress parameterization schemes.
Hutchinson, David K.   +2 more
core   +1 more source

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