Search | Engineering

Subscribe Submit

Home Journals Focus Achievement Fronts About Us 中文版

Resource Type

Journal Article 1028

Year

2024 1

2023 50

2022 65

2021 53

2020 54

2019 69

2018 53

2017 59

2016 40

2015 45

2014 34

2013 47

2012 55

2011 43

2010 74

2009 77

2008 40

2007 42

2006 29

2005 14

open ︾

Keywords

design 29

suspension bridge 21

bridge 16

cable-stayed bridge 12

construction 11

optimization 11

Sutong Bridge 10

Taizhou Bridge 9

multi-objective optimization 9

Three Gorges Project 7

genetic algorithm 7

numerical simulation 7

robust design 7

Additive manufacturing 6

design optimization 6

optimization design 6

Machine learning 5

seismic design 5

Hong Kong-Zhuhai-Macao Bridge 4

open ︾

Search scope:

排序： Display mode:

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

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

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, TheIn this paper, the design of composite structure is introduced.

Keywords： Sutong Bridge tower's design and construction

HTML PDF Collect

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 ChongqingAesthetics 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 bridge aesthetics Chongqing China

HTML PDF Collect

Evidence from the Hong Kong-Zhuhai-Macao Bridge project in China

Jinwen ZHANG, Yumin QIU

Frontiers of Engineering Management 2018, Volume 5, Issue 1, Pages 40-51 doi: 10.15302/J-FEM-2018083

Abstract: study analyzes the complex integrity of the island-tunnel subproject of the Hong Kong-Zhuhai-Macao Bridge(HZMB) project and proposes an improved design-build (DB) mode in which the owner provides a preliminarydesign and has the right to form and manage consortium.

Keywords： Hong Kong-Zhuhai-Macao Bridge project island-tunnel subproject complex integrity complexity degradation the general contracting mode of design-build the design-build consortium

HTML PDF Collect

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

HTML PDF Collect

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

HTML PDF Collect

Taizhou Bridge—the first kilometer level three-tower two-span suspension bridge in the world

Zhong Jianchi

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 4-8

Abstract:

Taizhou Bridge, locating at the middle of Jiangsu Province, connectingThe bridge is the first kilometer level three span suspension bridge in the world.The middle tower of the bridge adopts longitudinal shape of herringbone fashion for the first time inmany of technical innovations are carried out to construct the great engineering project, such as the designtechniques of the three-tower suspension bridge, the precise locating and bottom-sealing technique of

Keywords： three-tower suspension bridge innovation design caisson in water herringbone steel tower

HTML PDF Collect

Design and analysis for health-diagnosis-oriented test model of cable stayed bridge

Zhang Guogang,Fang Zhi,Tang Shenghua,Chen Sujun,Chen Feng

Strategic Study of CAE 2012, Volume 14, Issue 11, Pages 49-56

Abstract:

Taking the Hesheng Bridge as the prototype, a health-diagnosis-orientedconcrete cable-stayed model bridge was designed and made with a scale of 1∶15 based on similarity theory, problems and solutions were analyzed in model design process.The initial finite element model(FEM) of prototype and model bridge were established and the baselineThe method can provide a reference for the model design of concrete cable stayed bridge.

Keywords： concrete cable-stayed bridge model design model updating damage diagnosis

HTML PDF Collect

Seismic design of high-rise towers for cable-stayed bridges under strong earthquakes

Yan XU, Shide HU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 451-457 doi: 10.1007/s11709-011-0127-5

Abstract: This paper presents the first of a series of studies on the seismic design of high-rise towers for cable-stayedOne practical cable-stayed bridge with a 730 m long main span and two high-rise towers over 200 m in

Keywords： high-rise tower cable-stayed bridge strong earthquake seismic design