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Design and construction of Sutong Bridge twoer

Luo Chengbin,Zhou Jianlin,Tian Wei,Daijie

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 51-56

Abstract:

Sutong Bridge tower with 300.4 m is the highest one in the world, TheThe wind-resistance safety of tower in construction stage against the wind is important especially.In this paper, the design of composite structure is introduced.The key technologies of tower geometry control and wind resistance in construction stage are analyzed

Keywords: Sutong Bridge     tower's design and construction    

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 suspensionbridge.The design and construction of cat walk system is critical to the installation of the superstructuresThe design of cat walk system of Taizhou Bridge chosen the continuous four-span structure without anti-windThis paper describes details and construction sequences of the overall design of the cat walk system

Keywords: suspension bridge     cat walk system     construction    

Particle swarm optimization model to predict scour depth around a bridge pier

Shahaboddin SHAMSHIRBAND, Amir MOSAVI, Timon RABCZUK

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 855-866 doi: 10.1007/s11709-020-0619-2

Abstract: Scour depth around bridge piers plays a vital role in the safety and stability of the bridges.equations using particle swarm optimization as a metaheuristic approach to predict scour depth around bridge

Keywords: scour depth     bridge design and construction     particle swarm optimization     computational mechanics     artificialintelligence     bridge pier    

Feasibility Study on Design and Construction of Concrete Filled Steel Tubular Arch Bridge with a Span

Zheng Jielian,Wang Jianjun,Mou Tingmin,Feng Zhi,Han Yu,Qin Dayan

Strategic Study of CAE 2014, Volume 16, Issue 8,   Pages 33-37

Abstract:

Based on the design and complete construction techniques of 500m-spanconcrete filled steel tubular (CFST) arch bridge, a feasibility study on design and construction techniquesof 700m-span CFST arch bridge was conducted.The general design and construction schemes were figured out, and key techniques were detailed studiedConsidering economical efficiency, safety and other factors, CFST arch bridge is a strong competitor

Keywords: bridge engineering     span of 700m grade     concrete filled steel tubular(CFST) arch bridge     design     construction    

Design and construction of scour protection for deep-water group pile foundation structures of two pylonsin Sutong Bridge

He Ping,Guan Yijun,Zhang Xiongwen,Zhang Qun,Zhou Jianhua

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 44-50

Abstract: Starting from structural description of deep-water group pile foundation, the paper analyzed impact to the bridgeprotection and further presentsed different solutions of scour protection for foundation structures of the bridge

Keywords: Sutong Bridge     deep-water group piles     scour protection     design and construction    

Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections

Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1,   Pages 169-184 doi: 10.1007/s11709-019-0590-y

Abstract: presents pretest analysis of a shake table test model of a 0.35-scale, two-span, steel plate girder bridgeThe objective of pretest analysis was to obtain an insight on the seismic response of the bridge modelSix accelerated bridge construction connections were incorporated in the bridge model., and 200% design level.components remained elastic, and the average ductility capacity surpassed the ductility demand even at 200% design

Keywords: shake table test     accelerated bridge construction     steel girder bridge     OpenSEES     UHPC     simple for dead continuous    

General framework for bridge life cycle design

Junhai MA, Airong CHEN, Jun HE

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 1,   Pages 50-56 doi: 10.1007/s11709-009-0004-7

Abstract: Based on a detailed illustration for bridge life cycle design which comprises the processes of servicelife design, aesthetics design, performance design, environmental and ecological design, inspection,maintenance and repair design as well as cost analysis, this paper presented a general framework forbridge life cycle design comprising three design phases and six design processes.

Keywords: bridge whole life design     design phase     design process     general framework    

Structural design and construction of catway for the Fourth Nanjing Yangtze River Bridge

Luan Changhua, Shen Bin

Strategic Study of CAE 2013, Volume 15, Issue 8,   Pages 48-53

Abstract:

The Fourth Nanjing Yangtze River Bridge is a two-tower, three-span suspensionbridge with the main span of 1 418 m, where in the catway with no wind cable and no vibration suppressionmechanism for construction of the superstructure is a three-span continuous catway system.Structural design, erection, adjustment and demolition of the catway are systematically described indetail in this paper, which could provide great reference for catway structural design and construction

Keywords: the Fourth Nanjing Yangtze River Bridge     catway structural design     catway erection     catway adjustment    

Seismic performance of precast hollow bridge piers with different construction details

Zhiqiang WANG,Jiping GE,Hongyi WEI

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 4,   Pages 399-413 doi: 10.1007/s11709-014-0273-7

Abstract: Currently the design scheme of precast hollow concrete bridge piers will be adopted in bridge designin China, but there is no code including specific design details of precast segmental piers in high seismicFor comparative study of seismic performance of the hollow bridge piers which had different design details, six specimens of hollow section bridge pier were designed and tested.pier with cast-in-place joint and precast segmental concrete bridge pier with dry joints.

Keywords: hollow pier     seismic performance     cyclic load     precast concrete     bridge columns    

Study on key technologies employed in planning and construction of Shanghai Donghai Bridge offshore wind

Lu Zhongmin

Strategic Study of CAE 2010, Volume 12, Issue 11,   Pages 20-24

Abstract: structure, the test means of the pile's bearing capacity, the scheme to high-piled bearing platform constructionpractice including the site selection, the voltage elevation method employed in the wind farm, the designof foundation type selection, the test of pile foundation, the foundation construction, the erectionof wind turbine ,etc.for Shanghai Donghai Bridge Offshore Wind Farm.They are worth recommending for reference for the planning and construction of offshore wind farm in

Keywords: offshore wind farm     site selection     voltage elevation method     design and construction of foundation     erection    

Precast steel–UHPC lightweight composite bridge for accelerated bridge construction

Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2,   Pages 364-377 doi: 10.1007/s11709-021-0702-3

Abstract: In this study, a fully precast steel–ultrahigh performance concrete (UHPC) lightweight composite bridge(LWCB) was proposed based on Mapu Bridge, aiming at accelerating construction in bridge engineering.the required stress, indicating that the design is reasonable.was assessed based on past research, and results revealed that the fatigue performance could meet the designresults, a crack width prediction method for the joint interface, a simplified calculation method for the design

Keywords: accelerated bridge construction     ultrahigh-performance concrete     steel–UHPC composite bridge     UHPC girder-to-girder    

Design and construction of Sutong Bridge deep-water main pylon foundations

Ren Huixing,Ouyang Xiaoyong,He Maosheng,Yang Hong,Sun Keqiang

Strategic Study of CAE 2009, Volume 11, Issue 3,   Pages 38-43

Abstract:

This paper, from three aspects including construction conditions, foundationdesign and construction, introduces some considerations in the designing of main-pylon foundations andsome practical measures to deal with certain unfavorable construction conditions, such as deep water, tidal effect, soft stratum and heavy traffic, during the construction of main-pylon foundations.

Keywords: Sutong Bridge     group-pile foundation     steel cofferdam     scour protection    

The Research Review of the Impact of Design to Construction Safety

Lin Yang,Qi-ming Li

Frontiers of Engineering Management 2015, Volume 2, Issue 3,   Pages 224-227 doi: 10.15302/J-FEM-2015044

Abstract: The constructability of design impacts the project construction process.Early researches categorized the constructability problems into two types, the construction-technique-associatedAnd furthermore, this paper proposes a new kind of constructability problem which associated with construction

Keywords: constructability     construction safety     prevention thought design    

Materials-oriented integrated design and construction of structures in civil engineering—A review

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 1,   Pages 24-44 doi: 10.1007/s11709-021-0794-9

Abstract: Integrated design is one type of design philosophy that takes an interdisciplinary and holistic approachMaterial-oriented integrated design and construction of structures (MIDCS) combine materials engineeringthe most suitable structural forms and construction methodologies.steel structures, fiber-reinforced cementitious composites structures, and fiber-reinforced polymer bridgeAdditionally, advanced material design methods such as bioinspired design and structure construction

Keywords: integrated design and construction     fiber-reinforced concrete     fiber-reinforced polymer     light-weight    

Experimental monitoring of the strengthening construction of a segmental box girder bridge and field

Ali Fadhil NASER, Zonglin WANG

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3,   Pages 308-320 doi: 10.1007/s11709-012-0140-3

Abstract: The objectives of this study are to monitor the construction process of the external prestressing tendonsto strengthen the bridge structure and perform a field load test to measure the strain and the deflectionThe monitoring process of the external prestressing tendons construction includes inspecting the cracksTherefore, there is no damage during the construction and the tensioning of the external prestressing

Keywords: prestressed concrete     box girder     monitoring     external tendons     strain     deflection    

Title Author Date Type Operation

Design and construction of Sutong Bridge twoer

Luo Chengbin,Zhou Jianlin,Tian Wei,Daijie

Journal Article

The design and construction of cat walk system for Taizhou Bridge

Zhou Chang,Du Hongchi

Journal Article

Particle swarm optimization model to predict scour depth around a bridge pier

Shahaboddin SHAMSHIRBAND, Amir MOSAVI, Timon RABCZUK

Journal Article

Feasibility Study on Design and Construction of Concrete Filled Steel Tubular Arch Bridge with a Span

Zheng Jielian,Wang Jianjun,Mou Tingmin,Feng Zhi,Han Yu,Qin Dayan

Journal Article

Design and construction of scour protection for deep-water group pile foundation structures of two pylonsin Sutong Bridge

He Ping,Guan Yijun,Zhang Xiongwen,Zhang Qun,Zhou Jianhua

Journal Article

Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections

Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA

Journal Article

General framework for bridge life cycle design

Junhai MA, Airong CHEN, Jun HE

Journal Article

Structural design and construction of catway for the Fourth Nanjing Yangtze River Bridge

Luan Changhua, Shen Bin

Journal Article

Seismic performance of precast hollow bridge piers with different construction details

Zhiqiang WANG,Jiping GE,Hongyi WEI

Journal Article

Study on key technologies employed in planning and construction of Shanghai Donghai Bridge offshore wind

Lu Zhongmin

Journal Article

Precast steel–UHPC lightweight composite bridge for accelerated bridge construction

Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG

Journal Article

Design and construction of Sutong Bridge deep-water main pylon foundations

Ren Huixing,Ouyang Xiaoyong,He Maosheng,Yang Hong,Sun Keqiang

Journal Article

The Research Review of the Impact of Design to Construction Safety

Lin Yang,Qi-ming Li

Journal Article

Materials-oriented integrated design and construction of structures in civil engineering—A review

Journal Article

Experimental monitoring of the strengthening construction of a segmental box girder bridge and field

Ali Fadhil NASER, Zonglin WANG

Journal Article