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Aerodynamic impact of train-induced wind on a moving motor-van
Jiajun HE; Huoyue XIANG; Yongle LI; Bin HAN
《结构与土木工程前沿(英文)》 2022年 第16卷 第7期 页码 909-927 doi: 10.1007/s11709-022-0833-1
关键词: rail-cum-road bridge aerodynamic impact train-induced wind CFD aerodynamic force quantitative analysis fitting
Tian ZHANG, He XIA, Weiwei GUO
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 558-567 doi: 10.1007/s11709-017-0455-1
关键词: wind barrier sudden change of wind load dynamic response running safety comfort
Hierarchical parameter estimation of DFIG and drive train system in a wind turbine generator
Xueping PAN, Ping JU, Feng WU, Yuqing JIN
《机械工程前沿(英文)》 2017年 第12卷 第3期 页码 367-376 doi: 10.1007/s11465-017-0429-y
A new hierarchical parameter estimation method for doubly fed induction generator (DFIG) and drive train system in a wind turbine generator (WTG) is proposed in this paper. Firstly, the parameters of the DFIG and the drive train are estimated locally under different types of disturbances. Secondly, a coordination estimation method is further applied to identify the parameters of the DFIG and the drive train simultaneously with the purpose of attaining the global optimal estimation results. The main benefit of the proposed scheme is the improved estimation accuracy. Estimation results confirm the applicability of the proposed estimation technique.
关键词: wind turbine generator DFIG drive train system hierarchical parameter estimation method trajectory sensitivity technique
Effects of elastic support on the dynamic behaviors of the wind turbine drive train
Shuaishuai WANG, Caichao ZHU, Chaosheng SONG, Huali HAN
《机械工程前沿(英文)》 2017年 第12卷 第3期 页码 348-356 doi: 10.1007/s11465-017-0420-7
The reliability and service life of wind turbines are influenced by the complex loading applied on the hub, especially amidst a poor external wind environment. A three-point elastic support, which includes the main bearing and two torque arms, was considered in this study. Based on the flexibilities of the planet carrier and the housing, a coupled dynamic model was developed for a wind turbine drive train. Then, the dynamic behaviors of the drive train for different elastic support parameters were computed and analyzed. Frequency response functions were used to examine how different elastic support parameters influence the dynamic behaviors of the drive train. Results showed that the elastic support parameters considerably influenced the dynamic behaviors of the wind turbine drive train. A large support stiffness of the torque arms decreased the dynamic response of the planet carrier and the main bearing, whereas a large support stiffness of the main bearing decreased the dynamic response of planet carrier while increasing that of the main bearing. The findings of this study provide the foundation for optimizing the elastic support stiffness of the wind turbine drive train.
关键词: wind turbine drive train elastic support dynamic behavior frequency response function
Mean wind load induced incompatibility in nonlinear aeroelastic simulations of bridge spans
Zhitian ZHANG
《结构与土木工程前沿(英文)》 2019年 第13卷 第3期 页码 605-617 doi: 10.1007/s11709-018-0499-x
关键词: bridge aerodynamics nonlinear aeroelastic model Pseudo-steady mean wind loads
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
《结构与土木工程前沿(英文)》 2007年 第1卷 第1期 页码 71-79 doi: 10.1007/s11709-007-0007-1
He XIA, Fei GAO, Xuan WU, Nan ZHANG, Guido DE ROECK, Geert DEGRANDE
《结构与土木工程前沿(英文)》 2009年 第3卷 第1期 页码 9-17 doi: 10.1007/s11709-009-0010-9
关键词: railway elevated structure bridge station vibration noise environment
Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
《结构与土木工程前沿(英文)》 2009年 第3卷 第3期 页码 249-254 doi: 10.1007/s11709-009-0038-x
关键词: 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
《结构与土木工程前沿(英文)》 2007年 第1卷 第1期 页码 51-62 doi: 10.1007/s11709-007-0005-3
关键词: torsional buffeting large-scale semiactive adjustable frequency building aeroelastic
项海帆,葛耀君
《中国工程科学》 2011年 第13卷 第9期 页码 8-21
以我国30年大跨度桥梁的快速发展为研究背景,对3种大跨度桥梁的抗风技术挑战进行了基础性研究和应用性研究,着重探讨了悬索桥的颤振性能及其控制、斜拉桥风振性能与拉索风雨振控制、拱式桥涡激共振及其控制、特大桥梁风振精细化理论等一系列抗风关键问题。研究结果表明:悬索桥的颤振稳定性跨径上限约为1 500 m,超过甚至接近这一上限时,必须采取措施改善加劲梁的抗风稳定性;千米级大跨度斜拉桥仍具有足够高的颤振临界风速,其主要抗风问题是长拉索的风雨振动;大跨径拱桥除了个别有涡振问题之外,还没有受到结构抗风性能的影响。文章还提出了三维桥梁颤振精确分析的全模态方法、任意斜风作用下桥梁抖振频域分析方法、基于二阶矩理论和首次超越理论的桥梁颤振和抖振可靠性评价方法,揭示了桥梁颤振演化规律、驱动机理和控制原理。
田红旗
《中国工程科学》 2015年 第17卷 第4期 页码 30-29
阐释了高速铁路联调联试的内涵和必要性,结合我国高速铁路联调联试的工程实践,从轮轨关系、弓网关系、列车空气动力学、车-线-桥耦合等角度,对高速铁路联调联试关键技术进行了分析,对高速铁路联调联试和试验研究取得的主要成果进行了系统性提炼和归纳,给出可供高速铁路建设和运用参考的相关思考和建议。
康熊
《中国工程科学》 2011年 第13卷 第1期 页码 62-68
随着我国高速铁路的发展,高速动车组列车牵引仿真计算具有重要意义。对高速动车组的牵引仿真计算的方法进行了研究,分析了与普通列车牵引计算的区别及相关的关键理论。介绍了自主研发的牵引仿真系统的构成和功能。以京沪高速铁路为计算实例,对4种不同的运行方案进行了仿真计算,对线路中的电分相的设置和影响进行了计算分析,并以京沪高速铁路先导试验段的冲高速试验为对象进行了模拟仿真。多次实际应用表明提出的高速动车组牵引仿真计算的方法具有良好的仿真精度和实用意义, 可以为我国高速铁路工程建设提供有效的手段,并据此提出了今后的发展方向。
Hiroshi Katsuchi, Hitoshi Yamada, Ippei Sakaki, Eiichi Okado
《工程(英文)》 2017年 第3卷 第6期 页码 817-822 doi: 10.1016/j.eng.2017.09.001
Robust train speed trajectory optimization: A stochastic constrained shortest path approach
Li WANG, Lixing YANG, Ziyou GAO, Yeran HUANG
《工程管理前沿(英文)》 2017年 第4卷 第4期 页码 408-417 doi: 10.15302/J-FEM-2017042
关键词: train speed trajectory optimization railway operation stochastic programming
Machine learning for fault diagnosis of high-speed train traction systems: A review
《工程管理前沿(英文)》 doi: 10.1007/s42524-023-0256-2
关键词: high-speed train traction systems machine learning fault diagnosis
标题 作者 时间 类型 操作
Aerodynamic impact of train-induced wind on a moving motor-van
Jiajun HE; Huoyue XIANG; Yongle LI; Bin HAN
期刊论文
Analysis on running safety of train on the bridge considering sudden change of wind load caused by wind
Tian ZHANG, He XIA, Weiwei GUO
期刊论文
Hierarchical parameter estimation of DFIG and drive train system in a wind turbine generator
Xueping PAN, Ping JU, Feng WU, Yuqing JIN
期刊论文
Effects of elastic support on the dynamic behaviors of the wind turbine drive train
Shuaishuai WANG, Caichao ZHU, Chaosheng SONG, Huali HAN
期刊论文
Mean wind load induced incompatibility in nonlinear aeroelastic simulations of bridge spans
Zhitian ZHANG
期刊论文
Dynamic response of a long span suspension bridge and running safety of a train under wind action
GUO Weiwei, XIA He, XU You-lin
期刊论文
Running train induced vibrations and noises of elevated railway structures and their influences on environment
He XIA, Fei GAO, Xuan WU, Nan ZHANG, Guido DE ROECK, Geert DEGRANDE
期刊论文
Wind-induced vibration control of Hefei TV tower with fluid viscous damper
Zhiqiang ZHANG , Aiqun LI , Jianping HE , Jianlei WANG ,
期刊论文
Robust train speed trajectory optimization: A stochastic constrained shortest path approach
Li WANG, Lixing YANG, Ziyou GAO, Yeran HUANG
期刊论文