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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

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Sustainable development oriented design theory ofengineering structures in whole life cycle

Jin Weiliang and Zhong Xiaoping

Strategic Study of CAE 2012, Volume 14, Issue 3, Pages 100-107

Abstract:

In this study, a durability design theory system for engineering structures' whole life-cycle design is established.in the whole life time domain.The performance index, economic index and service life index are considered as key indexes in the wholein whole life period and consequently results in the promotion of environment-friendly and resource

Keywords： sustainable development-oriented design theory structural whole life structural reliability structurallifecycle cost structural service life

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Whole-life Thinking and Engineering the Future

Roger Flanagan

Frontiers of Engineering Management 2014, Volume 1, Issue 3, Pages 290-296 doi: 10.15302/J-FEM-2014040

Abstract: Whole-life thinking for engineers working on the built environment has become more important in a fastWhole-life thinking is not new, every project attempts to balance the initial capital cost with the operatingSystems thinking provides one approach to developing a more robust whole-life approach.New approaches are needed to produce more reliable whole-life predictions.Best value, rather than lowest cost, can be achieved by using whole-life appraisal as a part of the design

Keywords： whole-life thinking systems thinking complexity chaos risk management through life

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The Research on Subject Behavioral Risk of Whole Life-cycle Water Conservation Projects

Hong-yong Liu,Ji Guo,Wei-tao He

Frontiers of Engineering Management 2014, Volume 1, Issue 4, Pages 348-352 doi: 10.15302/J-FEM-2014048

Abstract: This article takes each participating subject in the whole life-cycle of water conservation projects

Keywords： water conservation projects subject behavior safety accident risk effect engineering ethics

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The lowering as a whole technology of Sutong Bridge 5 800 t weigh steel cofferdam

Zhang Xiongwen,Ren Huixing

Strategic Study of CAE 2010, Volume 12, Issue 2, Pages 22-26

Abstract:

Sutong Bridge is the first cable stayed bridge with the span exceedsThis paper discussed the lowering as a whole technology of Sutong Bridge 5 800 t weigh steel cofferdamfrom 6 respects such as selection of lowering scheme, design, fabrication, lowering techniques, synchronousnessIn which, the design combined the coping of bored piles construction platform with bottom of steel cofferdam, the lowering as a whole techniques, synchronousness controlling and orientation technology are innovation

Keywords： Sutong Bridge large steel cofferdam fabrication lowering as a whole synchronousness controlling

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Sustainability of steel structures: towards an integrated approach to life-time engineering design

Raffaele LANDOLFO, Lucrezia CASCINI, Francesco PORTIOLI

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3, Pages 304-314 doi: 10.1007/s01709-011-0123-9

Abstract: The goal to achieve is the optimization of performances, over the whole life-cycle, with respect to environmentalcosting, ecology, durability and even structural design.the aim to implement integrated methodologies to consider as a whole all the sustainability requirementsaccording to time-dependent multi-performance-based design approaches.Finally a proposal towards an integrated approach to life-time engineering design of steel structures

Keywords： sustainability life-time engineering performance based design durability metal structures

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Major bridge projects——a multi-disciplinary approach

Klaus H. OSTENFELD, Erik Y. ANDERSEN

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 479-495 doi: 10.1007/s11709-011-0137-3

Abstract: Modern bridge building is much more than concrete, steel and money.decision process at the overall holistic conceptual level, the more detailed level of selection of bridgesites, and selection of bridge types as well as construction methods and selection of materials anddecision process can be managed and structured in order to arrive at an overall satisfactory solution for design, construction and maintenance throughout the lifetime (life cycle) to these sometimes contradictory

Keywords： bridges materials climate risk safety environment socioeconomics traffic CO₂ energy life cycle

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Life cycle and performance based seismic design of major bridges in China

FAN Lichu

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 261-266 doi: 10.1007/s11709-007-0033-z

Abstract: The idea of life cycle and performance based seismic design of major bridges is introduced.Based on the key components and non-key components of a bridge and the consideration of the inspectability, replaceability, reparability, controllability and retrofitability of the bridge components, differentseismic design levels and expected performance objectives are suggested for the major bridges in Chinarisk assessment, are also proposed to be the important issues to study in order to guide the seismic design

Keywords： controllability progressive reparability different important

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Trial design of arch bridge of composite box section with steel web-concrete flange

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3, Pages 370-375 doi: 10.1007/s11709-010-0073-7

Abstract: The concrete arch bridge is a natural and appropriate structural solution, aesthetically pleasing andTaking Wanzhou Yangtze River Bridge (the longest concrete arch bridge in the world with a main span ofshown that the self-weight of the composite arch can reduce about 28% and the structures can meet the design

Keywords： steel webs concrete box arch trial design structural behaviors finite element method

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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

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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 withImprovement and innovation have been made in detailed structure design of the stiffening girder basedon Runyang Bridge according to the structural character of three-pylon two-span suspension bridge.In 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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Key technology research on construction for the middle tower of suspension bridge

Tian Wei,Liu Jianbo and You Xinpeng

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 23-28

Abstract:

The middle tower of Taizhou Bridge consists of deepwater caisson foundationTo the feature, the method of whole process control based on geometric control is used in the project

Keywords： Taizhou Bridge anchor pier positioning real time monitoring control measure in final stage whole process

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Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite

Frontiers of Structural and Civil Engineering Pages 827-854 doi: 10.1007/s11709-023-0954-1

Abstract: The seismic performance of a fully fabricated bridge is a key factor limiting its application.The composite fabricated pier with optimal design parameters has good seismic performance and can be

Keywords： seismic performance continuous girder bridge grouting sleeve-prestressed tendon composite connections grouted sleeve connection design parameters

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Design and implementation of structural monitoringsystems for Xihoumen Bridge (I): Design methods

Liu Zhiqiang,Li Na,Feng Liangping,Zhang Gejun

Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 96-100

Abstract:

General design principles of bridge structural monitoring system arestudied through Xihoumen Bridge structural monitoring system.And the design methods and basic functions of the sensors, data acquisition and transmission, data management

Keywords： bridge structural monitoring design approach system integration

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The Rion-Antirion bridge—when a dream becomes reality

Jacques COMBAULT

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 415-426 doi: 10.1007/s11709-011-0130-x

Abstract: Opened to traffic in August 2004, the Rion-Antirion Bridge crosses the Gulf of Corinth near Patras inIt consists of an impressive multi cable-stayed span bridge connected to the land by two approaches.To make the bridge feasible, innovative techniques had to be developed: The strength of the in situ soilhas been improved by means of inclusions; the bridge deck has been suspended on its full length, and

Keywords： bridge multi cable-stayed spans soil reinforcement inclusions yield theory capacity design push-over