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Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method
Wenli CHEN, Hui LI,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 357-363 doi: 10.1007/s11709-009-0060-z
Keywords: stay cable fluid-structure interaction numerical simulation vortex-induced vibration
Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada
Engineering 2021, Volume 7, Issue 1, Pages 111-123 doi: 10.1016/j.eng.2020.07.021
This study provides new insights into the comparison of cable-stayed and extradosed bridges basedon the safety assessment of their stay cables.To address this misconception, a comparative study was carried out on the safety factors of stay cableslimit states by considering the effects of various untoward and damaging factors, such as overloading, cableThe analysis results show that cable-stayed and extradosed bridges exhibit different structural redundancies
Keywords: Cable-stayed bridge Extradosed bridge Redundancy Stay cable Safety factor Reliability analysis
Technology for long cable erection of a thousand-meter scale cable-stayed bridge
Rao Huarong,Deng Huibin
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 71-74
Keywords: stay cables of a thousand-meter scale cable-stayed btedge construction technique for long cables longcable construction
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 14-19
In this paper, design and construction concepts are briefly presented. Furthermore, key technologies and innovative achievements are summarized mainly on piled foundation bearing capacity analysis, river bed scour protection and monitoring, superstructure wind-resistance study, mid-span closure method as well as long cantilever structure construction control.
Keywords: Sutong cable-stayed bridge foundation pylon steel box girder cable stay construction control
Wind-Tunnel Investigation of the Aerodynamic Performance of Surface-Modification Cables
Hiroshi Katsuchi, Hitoshi Yamada, Ippei Sakaki, Eiichi Okado
Engineering 2017, Volume 3, Issue 6, Pages 817-822 doi: 10.1016/j.eng.2017.09.001
The wind-induced vibration of stay cables of cable-stayed bridges, which includes rain-wind-inducedIn particular, several types of surface-modification cable, including indentation, longitudinally parallelRecently, a new type of aerodynamically stable cable with spiral protuberances was developed.It was confirmed that the cable has a low drag force coefficient, like an indented cable, and that itprevented the formation of water rivulets on the cable surface.
Keywords: Rain-wind-induced vibration Dry galloping Stay cable Wind-tunnel test
Research of 1 770 MPa galvanized steel wire for stay cable of domestic bridges
Ding Feng,Sang Chunming,Zhou Daiyi,Bai Bingdong
Strategic Study of CAE 2009, Volume 11, Issue 3, Pages 57-64
Keywords: galvanized steel wire torsion double tension limiter die gravel wiping
Khurram Siddique, Shirin Mirza, Gandra Harinath
Frontiers of Medicine 2013, Volume 7, Issue 2, Pages 264-269 doi: 10.1007/s11684-013-0259-1
The effect of the severity of appendiceal inflammation on post-operative stay in children followingconducted to determine the association between the severity of appendiceal inflammation and post-operative stayThe association of the severity of appendiceal inflammation and post-operative stay was assessed by multivariableMean post-operative stay was 2.32 days (95% CI 2.14–2.51).Whereas, the multivariable analysis showed that the post-operative stay was significantly prolonged only
Keywords: appendiceal inflammation post-operative stay paediatrics
Concrete-Filled Steel Tube Arch Bridges in China Review
Jielian Zheng, Jianjun Wang
Engineering 2018, Volume 4, Issue 1, Pages 143-155 doi: 10.1016/j.eng.2017.12.003
Keywords: Concrete-filled steel tube (CFST) arch bridge Steel-reinforced concrete arch bridge Cable-stayed fastening-hangingcantilever assembly Vacuum-assisted pouring in-tube concrete Adjusting load by stay cables
Frontiers of Engineering Management Pages 577-591 doi: 10.1007/s42524-022-0203-7
Keywords: nursing home predictive analytics individualized prediction competing risks health outcomes
Finite element modeling of cable sliding and its effect on dynamic response of cable-supported truss
Yujie YU, Zhihua CHEN, Renzhang YAN
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 5, Pages 1227-1242 doi: 10.1007/s11709-019-0551-5
Keywords: sliding cable explicit solution framework original length method seismic response cable rupture
Analytical dynamic solution of a flexible cable-suspended manipulator
Mahdi BAMDAD
Frontiers of Mechanical Engineering 2013, Volume 8, Issue 4, Pages 350-359 doi: 10.1007/s11465-013-0271-9
Cable-suspended manipulators are used in large scale applications with, heavy in weight and long inIt seems impractical to maintain cable assumptions of smaller robots for large scale manipulators.In this paper, an analytic solution is provided to solve cable vibration.
Keywords: parallel robot flexible cable suspended robot dynamic
Are Virtual Conferences Here to Stay?
Chris Palmer
Engineering 2021, Volume 7, Issue 3, Pages 280-281 doi: 10.1016/j.eng.2021.01.005
State-of-the-art on theories and applications of cable-driven parallel robots
Frontiers of Mechanical Engineering 2022, Volume 17, Issue 3, doi: 10.1007/s11465-022-0693-3
Keywords: cable-driven parallel robot kinematics optimization dynamics control
Frontiers of Mechanical Engineering 2022, Volume 17, Issue 4, doi: 10.1007/s11465-022-0687-1
Keywords: masticatory robot cable-driven linear actuator parallel robot stiffness analysis
Nonlinear analysis of cable structures using the dynamic relaxation method
Mohammad REZAIEE-PAJAND, Mohammad MOHAMMADI-KHATAMI
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1, Pages 253-274 doi: 10.1007/s11709-020-0639-y
Keywords: nonlinear analysis cable structure stiffness matrix dynamic relaxation method
Title Author Date Type Operation
Vortex-induced vibration of stay cable under profile velocity using CFD numerical simulation method
Wenli CHEN, Hui LI,
Journal Article
Comparative Study on Structural Redundancy of Cable-Stayed and Extradosed Bridges Through Safety Assessmentof Their Stay Cables
Khawaja Ali, Hiroshi Katsuchi, Hitoshi Yamada
Journal Article
Technology for long cable erection of a thousand-meter scale cable-stayed bridge
Rao Huarong,Deng Huibin
Journal Article
Sutong Bridge—a cable-stayed bridge with main span of 1 088 meters
You Qingzhong,He Ping,Dong Xuewu,Zhang Xigang,Wu Shouchang
Journal Article
Wind-Tunnel Investigation of the Aerodynamic Performance of Surface-Modification Cables
Hiroshi Katsuchi, Hitoshi Yamada, Ippei Sakaki, Eiichi Okado
Journal Article
Research of 1 770 MPa galvanized steel wire for stay cable of domestic bridges
Ding Feng,Sang Chunming,Zhou Daiyi,Bai Bingdong
Journal Article
Appendiceal inflammation affects the length of stay following appendicectomy amongst children: a myth
Khurram Siddique, Shirin Mirza, Gandra Harinath
Journal Article
Heterogeneous length-of-stay modeling of post-acute care residents in the nursing home with competing
Journal Article
Finite element modeling of cable sliding and its effect on dynamic response of cable-supported truss
Yujie YU, Zhihua CHEN, Renzhang YAN
Journal Article
Development of a masticatory robot using a novel cable-driven linear actuator with bidirectional motion
Journal Article