Results 31 to 40 of about 53,427 (306)

Assessment of dynamic and long-term performance of an innovative multi-story timber building via structural monitoring and dynamic testing [PDF]

, 2012
Peer ...
Desgeorges, Yohann, Gaul, Andrew, Jager, Simon, Morris, Hugh, Omenzetter, Piotr, Worth, Margaret   +5 more
core   +1 more source

Evaluation of Wind-Induced Response Bounds of High-Rise Buildings Based on a Nonrandom Interval Analysis Method

Shock and Vibration, 2018
The traditional wind-induced response analysis of high-rise buildings conventionally considers the wind load as a stationary stochastic process. That is, for a certain wind direction angle, the reference wind speed (usually refers to the mean wind speed ...
Xianglei Wei, An Xu, Ruohong Zhao
doaj   +1 more source

Nonlinear Finite Element Analysis and Fatigue Damage Assessment of Wind-Induced Vibration for the Tension Cable-Supported Power Transmission Structure

Buildings, 2023
The tension cable-supported power transmission structure (TC-PTS) is a new type of power transmission structure suitable for mountainous terrain, and is sensitive to wind load.
Jingyang Li, Bangjie Wang, Tao Wang, Zhengliang Li   +3 more
doaj   +1 more source

Numerical simulation of rivulet evolution on a horizontal cable subject to an external aerodynamic field [PDF]

, 2010
On wet and windy days, the inclined cables of cable-stayed bridges may experience a large amplitude oscillation known as rain-wind-induced vibration (RWIV).
Duffy, B.R., Robertson, A.C., Sullivan, J.M., Taylor, I.J., Wilson, S.K.   +4 more
core   +1 more source

Long term monitoring and field testing of an innovative multi-storey timber building [PDF]

, 2011
Peer ...
Kohli, Varun, Morris, Hugh, Omenzetter, Piotr, Uma, S R, Worth, Margaret   +4 more
core   +1 more source

Analysis of wind-induced vibration effect parameters in flexible cable-supported photovoltaic systems: A case study on ground anchor with steel cables

Case Studies in Construction Materials
The pre-stressed flexible cable-supported photovoltaic (PV) systems (FCSPSs) are gradually becoming the preferred PV structure for large-span and mountain photovoltaic power plants.
Yan Fei Zhu, Ying Huang, Chuanzhao Xu, Bin Xiao, Chang Hong Chen, Yao Yao   +5 more
doaj   +1 more source

Wind Vibration and Vibration Reduction of a H-Rotor Type Three-Bladed Vertical Axis Wind Turbine

Shanghai Jiaotong Daxue xuebao, 2021
Aimed at the wind-induced response and vibration reduction of an H-rotor type three-bladed vertical axis wind turbine (VAWT), and based on computational fluid dynamics (CFD) method, a numerical simulation is conducted to obtain the blade wind pressure ...
YANG Mengyao, MAO Lulu, HAN Zhaolong, ZHOU Dai, LEI Hang, CAO Yu
doaj   +1 more source

Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge [PDF]

, 2015
The authors would like to thank their supporters. New Zealand Earthquake Commission (EQC) Research Foundation provided financial support for experimental work (Grant No. UNI/578). New Zealand Transport Agency (NZTA) provided access to the bridge.
Beskhyroun, Sherif, Chen, Ge-Wei, Omenzetter, Piotr   +2 more
core   +1 more source

Study on the Peak Factor of the Wind-Induced Response of Super-High-Rise Buildings

Atmosphere, 2023
The wind-induced responses of tall buildings are stochastic processes, and the peak factor is an important parameter to evaluate the extreme value of the wind-induced response in wind-resistant design.
Jun-Bo Wang, Yu Wang, Lei Wang, Shu-Guo Liang   +3 more
doaj   +1 more source

Wind-Induced Vibration Characteristics and Shading Effects of a Double-Layer Cable-Supported Photovoltaic Module System Based on Wind Tunnel Test

Buildings
The double-layer (DL) cable-supported photovoltaic (PV) module system is an emerging type of structure that has garnered significant attention in recent years due to its large span, strong terrain adaptability, and economic advantages.
Zhenkai Zhang, Zhiyu Xiao, Wenyong Ma, Xinyue Liu   +3 more
doaj   +1 more source