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Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 249-254 doi: 10.1007/s11709-009-0038-x
Keywords: high-rise structure wind-induced response fluid viscous damper vibration control
Control of wind-induced vibration of long-span bridges and tall buildings
GU Ming
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 51-62 doi: 10.1007/s11709-007-0005-3
Keywords: torsional buffeting large-scale semiactive adjustable frequency building aeroelastic
Theoretical Study and Engineering Practice of Long-Span Spatial Structures
Shen Shizhao
Strategic Study of CAE 2001, Volume 3, Issue 3, Pages 34-41
Keywords: structures reticulated shells cable-suspended structures membrane structures structural stability seismic responseanalysis wind-induced response analysis
Time-domain and frequency-domain approaches to identification of bridge flutter derivatives
Zhengqing CHEN
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 173-179 doi: 10.1007/s11709-009-0034-1
Keywords: long-span bridges wind-induced vibration flutter derivatives forced vibration test time-domain method
Aerodynamic impact of train-induced wind on a moving motor-van
Jiajun HE; Huoyue XIANG; Yongle LI; Bin HAN
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 7, Pages 909-927 doi: 10.1007/s11709-022-0833-1
Keywords: rail-cum-road bridge aerodynamic impact train-induced wind CFD aerodynamic force quantitative analysis
Wind resistance challenges and fundamental research on long-span bridges
Xiang Haifan,Ge Yaojun
Strategic Study of CAE 2011, Volume 13, Issue 9, Pages 8-21
Keywords: suspension bridge cable stayed bridge arch bridge flutter instability buffeting response vortexinduced vibration wind-rain induced vibration
Frontiers in Energy 2022, Volume 16, Issue 6, Pages 943-955 doi: 10.1007/s11708-021-0793-5
Keywords: weak grids voltage source (VS) control wind turbine (WT) stabilization control wind farm inertialresponse
Linjia BAI, Yunfeng ZHANG
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3, Pages 199-209 doi: 10.1007/s11709-012-0168-4
Keywords: collapse dynamic response fragility analysis Monte Carlo simulation wind load
Tian ZHANG, He XIA, Weiwei GUO
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 558-567 doi: 10.1007/s11709-017-0455-1
Keywords: wind barrier sudden change of wind load dynamic response running safety comfort
Mean wind load induced incompatibility in nonlinear aeroelastic simulations of bridge spans
Zhitian ZHANG
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3, Pages 605-617 doi: 10.1007/s11709-018-0499-x
Keywords: bridge aerodynamics nonlinear aeroelastic model Pseudo-steady mean wind loads
A prototype online database-enabled design framework for wind analysis/design of low-rise buildings
Dae Kun KWON,Ahsan KAREEM,Deepak KUMAR,Yukio TAMURA
Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 1, Pages 121-130 doi: 10.1007/s11709-015-0329-3
Keywords: wind loads low-rise building pressure measurement aerodynamics building design structural response building
Effect of friction coefficients on the dynamic response of gear systems
Lingli JIANG, Zhenyong DENG, Fengshou GU, Andrew D. BALL, Xuejun LI
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 3, Pages 397-405 doi: 10.1007/s11465-017-0415-4
Keywords: dynamic response friction coefficient wind loads wind turbine gearbox
Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review Review
Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani
Engineering 2019, Volume 5, Issue 6, Pages 1093-1119 doi: 10.1016/j.eng.2019.09.006
This paper provides a review on the development of structural monitoring in Japan, with an emphasis on the type, strategy, and utilization of monitoring systems. The review focuses on bridge and building structures using vibration-based techniques. Structural monitoring systems in Japan historically started with the objective of evaluating structural responses against extreme events. In the development of structural monitoring, monitoring systems and collected data were used to verify design assumptions, update specifications, and facilitate the efficacy of vibration control systems. Strategies and case studies on monitoring for the design verification of long-span bridges and tall buildings, the performance of seismic isolation systems in building and bridges, the verification of structural retrofit, the verification of structural control systems (passive, semiactive, and active), structural assessment, and damage detection are described. More recently, the application
of monitoring systems has been extended to facilitate efficient operation and effective maintenance through the rationalization of risk and asset management using monitoring data. This paper also summarizes the lessons learned and feedback obtained from case studies on the structural monitoring of bridges and buildings in Japan.
Keywords: Structural monitoring Long-span bridge High-rise building Seismic monitoring Wind-induced responses
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 71-79 doi: 10.1007/s11709-007-0007-1
Keywords: rotational offload vertical m/s attention
Effects of elastic support on the dynamic behaviors of the wind turbine drive train
Shuaishuai WANG, Caichao ZHU, Chaosheng SONG, Huali HAN
Frontiers of Mechanical Engineering 2017, Volume 12, Issue 3, Pages 348-356 doi: 10.1007/s11465-017-0420-7
The reliability and service life of wind turbines are influenced by the complex loading applied onthe hub, especially amidst a poor external wind environment.Frequency response functions were used to examine how different elastic support parameters influenceA large support stiffness of the torque arms decreased the dynamic response of the planet carrier andthe main bearing, whereas a large support stiffness of the main bearing decreased the dynamic response
Keywords: wind turbine drive train elastic support dynamic behavior frequency response function
Title Author Date Type Operation
Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
Journal Article
Theoretical Study and Engineering Practice of Long-Span Spatial Structures
Shen Shizhao
Journal Article
Time-domain and frequency-domain approaches to identification of bridge flutter derivatives
Zhengqing CHEN
Journal Article
Aerodynamic impact of train-induced wind on a moving motor-van
Jiajun HE; Huoyue XIANG; Yongle LI; Bin HAN
Journal Article
Wind resistance challenges and fundamental research on long-span bridges
Xiang Haifan,Ge Yaojun
Journal Article
Analysis and stabilization control of a voltage source controlled wind farm under weak grid conditions
Journal Article
Collapse fragility assessment of steel roof framings with force limiting devices under transient wind
Linjia BAI, Yunfeng ZHANG
Journal Article
Analysis on running safety of train on the bridge considering sudden change of wind load caused by wind
Tian ZHANG, He XIA, Weiwei GUO
Journal Article
Mean wind load induced incompatibility in nonlinear aeroelastic simulations of bridge spans
Zhitian ZHANG
Journal Article
A prototype online database-enabled design framework for wind analysis/design of low-rise buildings
Dae Kun KWON,Ahsan KAREEM,Deepak KUMAR,Yukio TAMURA
Journal Article
Effect of friction coefficients on the dynamic response of gear systems
Lingli JIANG, Zhenyong DENG, Fengshou GU, Andrew D. BALL, Xuejun LI
Journal Article
Research and Implementations of Structural Monitoring for Bridges and Buildings in Japan—A Review
Yozo Fujino, Dionysius M. Siringoringo, Yoshiki Ikeda, Tomonori Nagayama, Tsukasa Mizutani
Journal Article
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
Journal Article