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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 constructedOver the past three decades, a large percentage of the new long-span bridges around the world were builtand construction practices of the superstructure, the substructure, and the steel deck paving of the long-spanbridges during the past decades as well as the current operation status of the existing long-span bridgestechnology, which is expected to guide the development direction for the construction of future super long-span

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

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Control of wind-induced vibration of long-span bridges and tall buildings

GU Ming

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 51-62 doi: 10.1007/s11709-007-0005-3

Abstract: scales of structures, research on controlling wind-induced vibration of large-scale structures, such as long-spanbridges and super-tall buildings, has been an issue of great concern.

Keywords： torsional buffeting large-scale semiactive adjustable frequency building aeroelastic

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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: to aerostatic and flutter-related failures is a significant concern in the wind-resistant design of long-spansuspension bridges.Finite element models of suspension bridges with increasing span from 1000 to 5000 m were constructedflutter, and more aerodynamic configuration optimistic optimizations for flutter are essential for super long-spansuspension bridges with spans longer than 3000 m.

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

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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: Together, they are called the Twin River Bridges.Aesthetics were carefully considered for the design of these bridges because of their visibility in the

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

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Frontier of continuous structural health monitoring system for short & medium span bridges and condition

Ayaho MIYAMOTO, Risto KIVILUOMA, Akito YABE

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 3, Pages 569-604 doi: 10.1007/s11709-018-0498-y

Abstract: (10-20 m) bridges because there are a huge amount of short and medium span bridges in service in theshort and medium span bridges.In this paper, although there are some useful monitoring methods for short and medium span bridges basedThe first is a special designed mobile loading device(vehicle) for short and medium span road bridgessystem (called bus monitoring system) to be applied mainly to short and medium span bridges, along with

Keywords： condition assessment short & medium span bridge structural health monitoring(SHM) long-term data collection

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Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China

Shunquan Qin, Zongyu Gao

Engineering 2017, Volume 3, Issue 6, Pages 787-794 doi: 10.1016/j.eng.2017.11.001

Abstract:

With the rapid developments of the high-speed railway in China, a great number of long-span bridgesthat originate from the extremely large dead loading and the relatively small structural stiffness of long-spanin China, including combined highway and railway bridges and multi-track railway bridges.investigations into high-performance materials and integral fabrication and erection techniques for long-spanAt the end of the paper, prospects for the future development of long-span high-speed railway bridges

Keywords： EngineeringAchievements High-speed railway Long-span bridges Multi-function combined bridges High-performance

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Adaptability evolution of financing systems of mega projects

Xue YAN, Longmiao GAO, Huimin LIU

Frontiers of Engineering Management 2021, Volume 8, Issue 2, Pages 258-270 doi: 10.1007/s42524-019-0066-8

Abstract: Since the 1980s, China’s long-span bridge projects have developed rapidly as typical mega projects asTherefore, the complexity of the financing methods employed in the financing systems for China’s long-spanbridges is analyzed in this work from the dimensions of time and regions through investigation and interviews

Keywords： adaptability evolution financing methods long-span bridges in China mega projects

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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: Three-dimensional nonlinear aerostatic and aerodynamic stability analysis of long-span bridges is usedto investigate the aerostatic and aerodynamic stability of a super long- span cable- stayed bridge within 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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A Comparative Assessment of Aerodynamic Models for Buffeting and Flutter of Long-Span Bridges

Igor Kavrakov, Guido Morgenthal

Engineering 2017, Volume 3, Issue 6, Pages 823-838 doi: 10.1016/j.eng.2017.11.008

Abstract:

Wind-induced vibrations commonly represent the leading criterion in the design of long-span bridgesof self-excited and buffeting forces in the time domain by comparing the dynamic response of a multi-span

Keywords： Buffeting Flutter Long-span bridges Bridge aerodynamics Bridge aeroelasticity Erection stage

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The Statics, Dynamics, and Aerodynamics of Long-Span Bridges

Yeong-Bin Yang, Yaojun Ge

Engineering 2017, Volume 3, Issue 6, doi: 10.1016/j.eng.2017.12.005

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Time-domain and frequency-domain approaches to identification of bridge flutter derivatives

Zhengqing CHEN

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 173-179 doi: 10.1007/s11709-009-0034-1

Abstract: Flutter derivatives are essential for flutter analysis of long-span bridges, and they are generally identified

Keywords： long-span bridges wind-induced vibration flutter derivatives forced vibration test time-domain method

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Control mode selection for modal control of long-span arch bridge

Zhengying LI, Zhengliang LI,

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 401-406 doi: 10.1007/s11709-009-0052-z

Abstract: For seismic control of arch bridge, a model reduction of long-span arch bridge was implemented basedThe numerical results show that the method of maximal modal displacement better analyze long-span arch

Keywords： selection reduced-order excitation long-span simplified

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State-of-the-art of long-span bridge engineering in China

XIANG Haifan, GE Yaojun

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4, Pages 379-388 doi: 10.1007/s11709-007-0051-x

Abstract: paper introduces the state-of-the-art of longspan bridge engineering in China with emphases on recent long-spanbridge projects, bridge deck configuration and material, design codes of long-span bridges and improvement

Keywords： bridge engineering state-of-the-art long-span bridge configuration improvement

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Vibration analysis of medium and small span bridges subjected to mixed marshalling freight trains

LI Qi, WU Dingjun, HUANG Xiaobin

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 2, Pages 133-138 doi: 10.1007/s11709-008-0019-5

Abstract: reported several times that train derailment occurs when mixed marshalling freight trains traverse bridgescharacteristic is analyzed by a computer program when mixed marshalling freight trains traverse 32-meter-spanprestressed concrete simple beam bridges.These periodic loadings cause severe vibration of bridges.In turn, severe vibration of the bridges produces intensive counteraction to empty vehicles.

Keywords： train-bridge vibration vibration characteristic associated computer train-bridge phenomenon

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Mechanism and control of existing faults on long-span concrete continuous system bridges in China

Lin Fan,Wang Ping,Xiao Kaijun,Li Wei

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 78-81

Abstract:

Since 1980's, a lot of long-span prestressed concrete continuoussystem bridges have been constructed in China, and great success has been achieved.However, with the increase of numbers and service life of bridges, some similar diseases have been showedin this kind of bridges in succession.and bottom slab stripping in the closure segment of mid-span, etc., have been summarized.

Keywords： prestressed concrete continuous bridge fault control method