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Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3,   Pages 286-291 doi: 10.1007/s11709-009-0045-y

Abstract: The limit span of self-anchored cable-stayed suspension bridge is deduced.on the material strength and commonly used materials, the limit spans of self-anchored cable-stayed suspensionratio and cable-stayed segment length or reducing the second dead load could increase the cooperation system

Keywords： cable-stayed suspension     self-anchored     limit span    

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Coordinate system applied to magnetic suspension project between Shanghai and Hangzhou

SHI Yimin, WANG Lihua, LUO Yan

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3,   Pages 288-292 doi: 10.1007/s11709-008-0041-7

Abstract: In order to satisfy the requirement for route location of a magnetic suspension project between Shanghaiand Hangzhou, this paper proposes to adopt a new form of geodetic coordinate system, which is defined

Keywords： requirement     projection     calculation     Shanghai     precision    

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Cross-sea suspension bridge maintenance management based on risk management

Guo Jian,Zhang Qiang,Ma Jinghai

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 64-67

Abstract: methodology and quantitative management theory, the inspection and maintenance management of trans-oceanic suspensionAlso the components of management system were introduced in the paper.

Keywords： suspension bridge     inspection and management     bridge management system     risk management    

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Investigations concerning seismic response control of self-anchored suspension bridge with MR dampers

YANG Menggang, HU Jianhua

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 43-48 doi: 10.1007/s11709-008-0011-0

Abstract: To mitigate the seismic response of self-anchored suspension bridges, equations of motion governing thecoupled system of bridge- magneto-rheological (MR) dampers subject to seismic excitation are formulatedcomputer program is developed and employed for studying the seismic response control of a self-anchored suspension

Keywords： longitudinal displacement     corresponding computer     excitation     phenomenological     self-anchored suspension    

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The design and construction of cat walk system for Taizhou Bridge

Zhou Chang,Du Hongchi

Strategic Study of CAE 2010, Volume 12, Issue 4,   Pages 63-67

Abstract:

Taizhou Bridge is the first kilometer level three-pylon two-span suspensionThe design and construction of cat walk system is critical to the installation of the superstructurescables based on the analysis of critical problems of the three-pylon two-span suspension bridge.This paper describes details and construction sequences of the overall design of the cat walk systemand the supporting cables, arm rest cable, anchorage system, surface cover, and cross passages, which

Keywords： suspension bridge     cat walk system     construction    

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Mechanical performance analysis and stiffness test of a new type of suspension bridge

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 5,   Pages 1160-1180 doi: 10.1007/s11709-021-0760-6

Abstract: A new type of suspension bridge is proposed based on the gravity stiffness principle.Compared with a conventional suspension bridge, the proposed bridge adds rigid webs and cross braces.The rigid webs and cross braces are installed after the construction of a conventional suspension bridgeA new type of railway suspension bridge with a span of 340 m and a highway suspension bridge with a spanThe results showed that the new suspension bridge had a better performance than the conventional suspension

Keywords： new type of suspension bridge     stiffness test     mechanical performance     railway bridge     space truss    

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Improvement of aerodynamic stability of suspension bridges with H-shaped simplified stiffening girder

Hiroshi KATSUCHI,Hitoshi YAMADA,Mayuko NISHIO,Yoko OKAZAKI

Frontiers of Structural and Civil Engineering 2016, Volume 10, Issue 1,   Pages 93-102 doi: 10.1007/s11709-015-0311-0

Abstract: Wind-tunnel study on the improvement of aerodynamic stability of simplified suspension-bridge girderObjective of the study is the development of an economically superior suspension bridge with 500–1,000

Keywords： suspension bridge     aerodynamics     simplified girder     wind-tunnel test    

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Heavy vehicle dynamics with balanced suspension based on enveloping tire model

Yongjie LU, Shaopu YANG, Shaohua LI

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 4,   Pages 476-482 doi: 10.1007/s11465-010-0120-z

Abstract: Based on D’Alembert principle, an integral balanced suspension (IBS) model is established, consideringThe sprung mass accelera- tion and tire dynamic force for balanced suspension and the traditional quarter-vehicle

Keywords： heavy vehicle     integral balanced suspension     enveloping properties     ride comfort     road-friendliness    

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Computational fluid dynamic analysis of flutter characteristics for self-anchored suspension bridges

ZHU Zhiwen, WANG Zhaoxiang, CHEN Zhengqing

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3,   Pages 267-273 doi: 10.1007/s11709-008-0034-6

Abstract: methods are employed to identify flutter derivatives of the bridge deck of the Sanchaji Self-anchored Suspension

Keywords： discretization     computational     description     Self-anchored Suspension     simulation applicable    

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Design of stiffening girder for Taizhou Bridge

Shan Hongwei,Ding Lei,Zhou Qing

Strategic Study of CAE 2012, Volume 14, Issue 5,   Pages 4-9

Abstract:

Taizhou Bridge is the first three-tower two-span suspension bridge withThe structural system of the stiffening girder is complicated and unique.stiffening girder based on Runyang Bridge according to the structural character of three-pylon two-span suspensionIn this paper, the structural system, structure design, structure calculation, manufacturing and erection

Keywords： suspension bridge     stiffening girder     structural system     structure design    

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Advances in Active Suspension Systems for Road Vehicles

Min Yu,Simos Evangelou,Daniele Dini,

Engineering doi: 10.1016/j.eng.2023.06.014

Abstract: Active suspension systems (ASSs) have been proposed and developed for a few decades, and have now onceincluding the representative solutions of Mercedes active body control (ABC) and Audi predictive active suspensioncould become alternative candidates are also introduced, including series active variable geometry suspension, and the active wheel-alignment system.even with high-level decision-making (e.g., reference driving speed) in the overall transportation system—strategies

Keywords： Active suspension     Vehicle dynamics     Robust control     Ride comfort     Chassis attitude    

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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: the spatial model, a reliable and accurate calculation method on the shape finding of self-anchored suspensionBy using a numerical method combining with the finite element method, one self-anchored suspension bridgemain cables, the position of the saddle, and the pre-offsetting of the saddle of the self-anchored suspension

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

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Preparation and property of porous hydroxyapatite as an inorganic dispersant used in suspension polymerization

XU Kaqiu, XU Jiale, WANG Yuhong

Frontiers of Chemical Science and Engineering 2008, Volume 2, Issue 1,   Pages 49-54 doi: 10.1007/s11705-008-0004-5

Abstract: The porous hydroxyapatite (HAP) for suspension polymerization dispersant was prepared using calcium carbonatepreparation conditions for the HAP were optimized as follows: solid content of calcium carbonate aqueous suspensionIts application result in the suspension polymerization of styrene show that the porous HAP dispersanthas high surface activity, excellent suspension dispersibility and stability and can markedly improve

Keywords： diffraction     stability     nitrogen adsorption     phosphoric     aqueous suspension    

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Research of three-span continuous elastic supporting suspension bridge structure system design

Dong Meng,Cui Bing,Wang Xiaojun

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 18-25

Abstract: extraodinary complex structure structure, the Fourth Nanjing Yangtze River Bridge, a three-span continuous suspensionlimitation of longitudinal displacement and vertical displacement, as well as to propose a propor structure system, three-span continuous elastic supporting suspension bridge structure system, according to the pactical

Keywords： the Fourth Nanjing Yangtze River Bridge     elastic supporting     structure system    

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Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0980-z

Abstract: aerostatic and flutter-related failures is a significant concern in the wind-resistant design of long-span suspensionBased on the dynamic characteristics of suspension bridges with spans ranging from 888 to 1991 m, weFinite element models of suspension bridges with increasing span from 1000 to 5000 m were constructedThis study proposes that suspension bridge with span approximately 3000 m should be focused on both aerostaticmore aerodynamic configuration optimistic optimizations for flutter are essential for super long-span suspension

Keywords： suspension bridge     super long-span     finite element model     aerodynamic instability     aerodynamic configuration    

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Title Author Date Type Operation

Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength

Zhe ZHANG , Huili WANG , Xiaomeng GE , Sifeng QIN ,

Journal Article

Coordinate system applied to magnetic suspension project between Shanghai and Hangzhou

SHI Yimin, WANG Lihua, LUO Yan

Journal Article

Cross-sea suspension bridge maintenance management based on risk management

Guo Jian,Zhang Qiang,Ma Jinghai

Journal Article

Investigations concerning seismic response control of self-anchored suspension bridge with MR dampers

YANG Menggang, HU Jianhua

Journal Article

The design and construction of cat walk system for Taizhou Bridge

Zhou Chang,Du Hongchi

Journal Article

Mechanical performance analysis and stiffness test of a new type of suspension bridge

Journal Article

Improvement of aerodynamic stability of suspension bridges with H-shaped simplified stiffening girder

Hiroshi KATSUCHI,Hitoshi YAMADA,Mayuko NISHIO,Yoko OKAZAKI

Journal Article

Heavy vehicle dynamics with balanced suspension based on enveloping tire model

Yongjie LU, Shaopu YANG, Shaohua LI

Journal Article

Computational fluid dynamic analysis of flutter characteristics for self-anchored suspension bridges

ZHU Zhiwen, WANG Zhaoxiang, CHEN Zhengqing

Journal Article

Design of stiffening girder for Taizhou Bridge

Shan Hongwei,Ding Lei,Zhou Qing

Journal Article

Advances in Active Suspension Systems for Road Vehicles

Min Yu,Simos Evangelou,Daniele Dini,

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

Preparation and property of porous hydroxyapatite as an inorganic dispersant used in suspension polymerization

XU Kaqiu, XU Jiale, WANG Yuhong

Journal Article

Research of three-span continuous elastic supporting suspension bridge structure system design

Dong Meng,Cui Bing,Wang Xiaojun

Journal Article

Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m

Journal Article