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Journal Article 11

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cable-stayed bridge 2

suspension bridge 2

1 860 MPa 1

4 250 m 1

Adjusting load by stay cables 1

Bowden cable 1

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CFRP cable stayed bridge 1

Cable-stayed fastening-hanging cantilever 1

Concrete-filled steel tube (CFST) arch bridge 1

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Sutong cablestayed bridge 1

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anti-parallelogram mechanism 1

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Parametric oscillation of cables and aerodynamic effect

Yong XIA, Jing ZHANG, Youlin XU, Yozo FUJINO,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 321-325 doi: 10.1007/s11709-010-0028-z

Abstract: addresses the aerodynamic effect on the nonlinear oscillation, particularly parametric vibration of cablesThe method is applied to a numerical example and a long-span bridge to analyze its all stay cables.It is demonstrated that very large vibration at one of the longest cables in the middle span of the bridge

Keywords： parametric vibration     cables     cable-stayed bridge     nonlinear vibration    

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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

Abstract:

In the background of the construction of Sutong Yangtze River Bridge (short as Sutong Bridge), the cable construction method and techniques of a thousand-meter scale cable-stayed bridge are instroduced, Some key constrction techniques, such as outspreading cable on deck, installing cable at pylon, pulling adn fixing cable at the attachment with decks and cable PE protection, are discussed.

Keywords： stay cables of a thousand-meter scale cable-stayed btedge     construction technique for long cables     long    

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Calculation method on shape finding of self-anchored suspension bridge with spatial cables

Yan HAN, Zhengqing CHEN, Shidong LUO, Shankui YANG

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2,   Pages 165-172 doi: 10.1007/s11709-009-0021-6

Abstract: and accurate calculation method on the shape finding of self-anchored suspension bridge with spatial cablesOn the principle that the shape of the main cables between hangers is catenary, the iteration methodof calculating the shapes of the spatial main cables under the load of hanger forces was deduced.of the zero-stress lengths of the main cables.The zero-stress length of the main cables, the position of the saddle, and the pre-offsetting of the

Keywords： bridge engineering     self-anchored suspension bridges     special cables     shape-finding     calculation method    

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A modular cable-driven humanoid arm with anti-parallelogram mechanisms and Bowden cables

Frontiers of Mechanical Engineering 2023, Volume 18, Issue 1, doi: 10.1007/s11465-022-0722-2

Abstract: proposes a novel modular cable-driven humanoid arm with anti-parallelogram mechanisms (APMs) and Bowden cablesNext, Bowden cables are used to connect the joints and their driving units to obtain a modular cable-driven

Keywords： modular robotic arm     anti-parallelogram mechanism     Bowden cable     humanoid arm     lightweight joint design    

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Finite element analysis and dynamic test of dynamic properties of the cable stayed bridge using CFRP cables

Cai Dongsheng ,Liu Ronggui,Xu Fei,Zhou Shijin

Strategic Study of CAE 2010, Volume 12, Issue 2,   Pages 16-21

Abstract:

An engineering survey of the first cable-stayed bridge usingCFRP cablesexcitation was put up to analyze the dynamic characteristics of the first cable-stayed bridge using CFRP cablesbridge,also it could provide reference for the further engineering application of CFRP material used as cables

Keywords： CFRP cable stayed bridge     dynamic property     finite element analysis     ambient excitation     dynamic test    

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Testing of wire ropes used repeatedly as catwalk load bearing cables in construction of suspension bridge

Zhou Chang,Jin Cang and Wu Jianqiang

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 33-36

Abstract: The load bearing cables are the main load-bearing components in cat-walk structure, usually made of twisted

Keywords： suspension bridge     cat walk     load bearing cable     repeated use    

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Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder

Fang Zhi,Ren Liang,Fan Fenghong

Strategic Study of CAE 2012, Volume 14, Issue 7,   Pages 53-59

Abstract: style="text-align: justify;">To discuss the applicability of carbon fiber reinforced polymer (CFRP) cablessuper long span cable stayed bridges, taking a 1 008 m cable stayed bridge using steel girder and steel cables

Keywords： cable-stayed bridge     CFRP     RPC     mechanical properties    

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Approximate calculation method of main cables PPWS construction traction force for extralarge span suspension

Wang Jun and Lin Fan

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 37-40

Abstract: with gantry pulling traction system that allows continuous pylon passing in the construction of main cables

Keywords： suspension bridge     main cable     PPWS     wire strand     traction force    

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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

Abstract: which include cable-stayed fastening-hanging cantilever assembly, adjusting the load by means of stay cables

Keywords： fastening-hanging cantilever     assembly     Vacuum-assisted pouring in-tube concrete     Adjusting load by stay cables    

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The manufacturing technology research of the super length and big specification and high strength main cable strand for suspension bridge

Zhang Hailiang,Shen Wang,Li Gang,Guo Jian

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 8-12

Abstract:

Based on the technology research of homemade 1 770 MPa main cable strand of Xihoumen Bridge, the paper further researched the manufacturing technology of main cable strand with super length (≥4 250 m), big specification (≥169 spec.) and high strength (1 860 MPa grade) and the technique and device for setting cable or receiving cable of the level packing in coiler. It provided a technique research foundation for main cable strand of super long span suspension bridge.

Keywords： super long span     big specification     1 860 MPa     4 250 m     fatigue test     putting the cables test    

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Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 26-30

Abstract: the international research results, the calculation formula of longitudinal wind drag coefficient for cables

Keywords： Sutong cablestayed bridge     stayed cable     longitudinal     wind tunnel experiments    

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Title Author Date Type Operation

Parametric oscillation of cables and aerodynamic effect

Yong XIA, Jing ZHANG, Youlin XU, Yozo FUJINO,

Journal Article

Technology for long cable erection of a thousand-meter scale cable-stayed bridge

Rao Huarong,Deng Huibin

Journal Article

Calculation method on shape finding of self-anchored suspension bridge with spatial cables

Yan HAN, Zhengqing CHEN, Shidong LUO, Shankui YANG

Journal Article

A modular cable-driven humanoid arm with anti-parallelogram mechanisms and Bowden cables

Journal Article

Finite element analysis and dynamic test of dynamic properties of the cable stayed bridge using CFRP cables

Cai Dongsheng ,Liu Ronggui,Xu Fei,Zhou Shijin

Journal Article

Testing of wire ropes used repeatedly as catwalk load bearing cables in construction of suspension bridge

Zhou Chang,Jin Cang and Wu Jianqiang

Journal Article

Behaviors of super-long span prestressed cable-stayed bridge with CFRP cables and UHPC girder

Fang Zhi,Ren Liang,Fan Fenghong

Journal Article

Approximate calculation method of main cables PPWS construction traction force for extralarge span suspension

Wang Jun and Lin Fan

Journal Article

Concrete-Filled Steel Tube Arch Bridges in China

Jielian Zheng, Jianjun Wang

Journal Article

The manufacturing technology research of the super length and big specification and high strength main cable strand for suspension bridge

Zhang Hailiang,Shen Wang,Li Gang,Guo Jian

Journal Article

Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng

Journal Article