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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-stayedbridge are instroduced, Some key constrction techniques, such as outspreading cable on deck, installingcable 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     longcable construction    

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Design and construction of super-long span bridges in China: Review and future perspectives

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 803-838 doi: 10.1007/s11709-020-0644-1

Abstract: Super-long span bridges demand high design requirements and involve many difficulties when constructedthus, abundant technological innovations and experience have been accumulated during the design and constructionThis paper aims to review and summarize the design and construction practices of the superstructure,as the current operation status of the existing long-span bridges in China.of future super long-span bridges and promote China to become a strong bridge construction country.

Keywords： long-span bridges     steel box girder     design technology     construction technology     review and future perspectives    

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Lifting installation and prestressed cable construction of suspendome roof for Wuhan Gymnasium

GUO Zhengxing, SHI Kairong, LUO Bin, TIAN Qiliang, WU Julong, BI Shuiyong

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 87-92 doi: 10.1007/s11709-008-0005-y

Abstract: The steel roof of Wuhan Gymnasium is a long-span suspendome structure system.The cable tension is completed successfully on June 27, 2006, while the test results of cable forcesMoreover, Strut-adjustment Method is innovated and applied successfully in the construction of long-span

Keywords： practical     new-type     installation     consistent     Gymnasium    

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Design concept of the Twin River Bridges in Chongqing, China

Man-Chung TANG

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4,   Pages 427-431 doi: 10.1007/s11709-011-0134-6

Abstract: The Dongshuimen Bridge over the Yangtze River and the Qiansimen Bridge over the Jialing River in Chongqing, China are located at the tip of the Yuzhong Peninsula. Together, they are called the Twin River Bridges. Both are double deck structures carrying four lanes of traffic on their upper decks and two transit tracks on their lower decks. The girders are steel truss structures with orthotropic plates and the towers are made of concrete. Aesthetics were carefully considered for the design of these bridges because of their visibility in the city and their neighboring landmarks.

Keywords： long span bridges     partially cable-supported girder bridge     cable-stayed bridge     extradosed     steel truss    

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Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges

Zhang Xinjun and Sun Hailing

Strategic Study of CAE 2014, Volume 16, Issue 3,   Pages 50-58

Abstract: ，and consequently the wind stability becomes an important problem for its design and construction.to investigate the aerostatic and aerodynamic stability of a super long- span cable- stayed bridge with- stayed bridge in super long- span bridges whose main span exceeds1000m is discussed.In addition，parametric analysis on the aerostatic and aerodynamic stability of super long-span cable-stayed- span bridges whose main span exceeds1000m；the super long- span cable- stayed bridge becomes more aerostatically

Keywords： super long-span cable-stayed bridge     aerostatic stability     aerodynamic stability     design parameter    

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Research on Effects of Shape of Long-span Cable-supported Bridge on Mechanical Analysis of Surfacing

Qian Zhendong,Huang Wei,Du Xin,Liu Yun

Strategic Study of CAE 2006, Volume 8, Issue 9,   Pages 35-41

Abstract:

Based on the Runyang Yangtze River Highway Bridge, which consiss of one cable-stayed bridge of SouthFor the central section of the cable-stayed bridge, the mechanical indexes values of the surfacing obtainedfor the other sections of the main girder that undertake the horizontal component compression of the cable

Keywords： long-span cable-supported bridge     surfacing     FEM     vehicular load     tension stress    

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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: applicability of carbon fiber reinforced polymer (CFRP) cables and reactive powder concrete (RPC)in super longspan cable stayed bridges, taking a 1 008 m cable stayed bridge using steel girder and steel cablesas example, a cable stayed bridge with the same span using RPC(reactive powder concrete) as the girderwhich the cable cross section was determined by the principles of equivalent cable strength and theabout 1 000 m long.

Keywords： cable-stayed bridge     CFRP     RPC     mechanical properties    

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Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge

Huang Can, Bu Yizhi, Zhang Qinghua

Strategic Study of CAE 2009, Volume 11, Issue 1,   Pages 87-91

Abstract: influences of structural geometric shape induced by temporary loads and temperature field during the constructionTaking the impact of geometry non-linear during construction into account, the simulation results indicatethat only the stage state of the structure during construction is affected and the completion stageGeometry control theory applied to control the super-span cable-stayed bridge construction, and satisfiedoutcome of construction control can be achieved based on geometry control theory.

Keywords： cable-stayed bridge     geometry control     geometrical nonlinear     numerical verification    

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Research on the transport technology of coiled main cable strands with super length and large size

Lu Jianfeng,Gu Qinghua,Zhang Hailiang,Shen Wang,Zhou Song

Strategic Study of CAE 2010, Volume 12, Issue 7,   Pages 13-17

Abstract:

 The transport technology of coiled main cable strands with superlength and large size was introduced in this paper on the basis of two examples.One is the main cableBridge which is a steel structure suspension bridge with the span of 1 650 m; the other is the main cable

Keywords： super long     large size     cable strand     coiled cable strand     transport    

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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

Abstract:

In this paper, design and construction concepts are briefly presentedprotection and monitoring, superstructure wind-resistance study, mid-span closure method as well as longcantilever structure construction control.

Keywords： Sutong cable-stayed bridge     foundation     pylon     steel box girder     cable stay     construction control    

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Challenges and Thoughts on Risk Management and Control for the Group Construction of a Super-Long Tunnel Article

Mingjiang Deng

Engineering 2018, Volume 4, Issue 1,   Pages 112-122 doi: 10.1016/j.eng.2017.07.001

Abstract: The construction of the Ka–Shuang tunnel has been regarded as an unprecedented challenge for projectconstruction management, risk control, and safe and efficient construction; it has also presented higherand adverse geological conditions, it is necessary to analyze the major problems confronted by the constructionhave great significance for the development of modern tunneling technologies and research into major construction

Keywords： Super-long tunnels     Group construction by TBM     Risk management and control     Technical measures    

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Realtime prediction of hard rock TBM advance rate using temporal convolutional network (TCN) with tunnel construction

Zaobao LIU; Yongchen WANG; Long LI; Xingli FANG; Junze WANG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 4,   Pages 401-413 doi: 10.1007/s11709-022-0823-3

Abstract: rock-machine interaction parameters is of great significance to the adaptability of TBM and its efficiency in constructionreal-time predictive model of TBM advance rate using the temporal convolutional network (TCN), based on TBM constructionprediction model was built using an experimental database, containing 235 data sets, established from the constructionThe TCN model is found outperforming the recurrent neural network (RNN) and long short-term memory (LSTMwork provides a new concept of real-time prediction of the TBM performance for highly efficient tunnel construction

Keywords： tunnel     tunnel bore machine advance rate prediction     temporal convolutional networks     soft computing     construction    

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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

Abstract: The cable system of cable-supported structures usually bears high tension forces, and clip joints mayfail to resist cable sliding in cases of earthquake excitations or sudden cable breaks.uses cable length and the original length relations.During seismic excitations, the cable sliding behavior in the cable-supported truss have an averagingThe slidable cable joints can greatly reduce the ability of a cable system to resist sudden cable breaks

Keywords： sliding cable     explicit solution framework     original length method     seismic response     cable rupture    

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Study on Mechanical Behavior of a Prestressed ConcreteCable-stayed Bridge in Construction State

Zhang Jianmin,Xiao Rucheng

Strategic Study of CAE 2007, Volume 9, Issue 5,   Pages 36-41

Abstract:

Because of the increasing span of concrete cable-stayed bridge,  the construction simulation recently becomes more focusing on both the design and construction.The example bridge is a long-span prestressed concrete cable-stayed bridge with a 370 m central spanlength under construction in China.influence of structural geometric nonlinear characteristics and physics nonlinear characteristics in the cable

Keywords： cable-stayed bridge     first order optimization method     the rational construction state     nonlinearcharacteristic    

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Title Author Date Type Operation

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

Rao Huarong,Deng Huibin

Journal Article

Design and construction of super-long span bridges in China: Review and future perspectives

Journal Article

Lifting installation and prestressed cable construction of suspendome roof for Wuhan Gymnasium

GUO Zhengxing, SHI Kairong, LUO Bin, TIAN Qiliang, WU Julong, BI Shuiyong

Journal Article

Design concept of the Twin River Bridges in Chongqing, China

Man-Chung TANG

Journal Article

Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges

Zhang Xinjun and Sun Hailing

Journal Article

Research on Effects of Shape of Long-span Cable-supported Bridge on Mechanical Analysis of Surfacing

Qian Zhendong,Huang Wei,Du Xin,Liu Yun

Journal Article

Green Construction of National Speed Skating Oval

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

Numerical verification of geometry control theory of the construction for super-span cable-stayed bridge

Huang Can, Bu Yizhi, Zhang Qinghua

Journal Article

Research on the transport technology of coiled main cable strands with super length and large size

Lu Jianfeng,Gu Qinghua,Zhang Hailiang,Shen Wang,Zhou Song

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

Challenges and Thoughts on Risk Management and Control for the Group Construction of a Super-Long Tunnel

Mingjiang Deng

Journal Article

Realtime prediction of hard rock TBM advance rate using temporal convolutional network (TCN) with tunnel construction

Zaobao LIU; Yongchen WANG; Long LI; Xingli FANG; Junze WANG

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

Study on Mechanical Behavior of a Prestressed ConcreteCable-stayed Bridge in Construction State

Zhang Jianmin,Xiao Rucheng

Journal Article