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Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 4, Pages 895-904 doi: 10.1007/s11709-021-0759-z

Abstract: This research investigated a pavement system on steel bridge decks that use epoxy resin (EP) bonded ultra-highThe results show that the resin bonded UHPC pavement structure can reduce the weld strain in the steelon steel bridge decks by about 50%; the bending resistance of reinforced UHPC structures is twice thatof unreinforced UHPC structure, and the dynamic deflection of the UHPC pavement structure increasesdynamic deflection of 0.35 mm, which meets the requirements for fatigue performance of pavements on steel bridge

Keywords： steel bridge deck pavement ultra-high-performance concrete epoxy resin composite structure bending

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Design of structure health monitoring system of Taizhou Bridge

Tang Ke and Dai Pengfei

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 14-18

Abstract: style="text-align: justify;">A systematic description of the design of health monitoring system for the structureof extra-large suspension bridge is presented based on Taizhou Bridge.

Keywords： health monitoring system wireless sensor largescale bridge structure

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Thermal fluid-structure interaction and coupled thermal-stress analysis in a cable stayed bridge exposed

Nazim Abdul NARIMAN

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 609-628 doi: 10.1007/s11709-018-0452-z

Abstract: In this paper, thermal fluid structure-interaction (TFSI) and coupled thermal-stress analysis are utilizedtransient and steady-state heat-transfer on the vortex induced vibration and fatigue of a segmental bridgecalculate the lift and drag forces in addition to determining the lock-in regions once using fluid-structureExtended finite element method (XFEM) is adopted to create 3D models of the cable stayed bridge to simulate

Keywords： fire scenario transient heat transfer TFSI model coupled thermal-stress XFEM

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Research of three-span continuous elastic supporting suspension bridge structure system design

Dong Meng,Cui Bing,Wang Xiaojun

Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 18-25

Abstract:

With an extraodinary complex structure structure, the Fourth NanjingYangtze River Bridge, a three-span continuous suspension bridge, is scarce in the world.This paper is to elaborate the structure characteristic by comparing and analysising the following aspectssystem, three-span continuous elastic supporting suspension bridge structure system, according to thepactical issue of the Fourth Nanjing Yangtze River Bridge, which is of innovative significance.

Keywords： the Fourth Nanjing Yangtze River Bridge elastic supporting structure system

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Study of the Variable Load While Estimating Existing Bridge Structure

Suo Qinghui,Qian Yongjiu,Zhang Fang

Strategic Study of CAE 2004, Volume 6, Issue 5, Pages 52-55

Abstract: the basis of design load in force, the revised factors of variable load used in estimating existing bridgeThe theory of time-dependent ability is adopted to evaluate the residual service life of structure and

Keywords： bridge structure variable load equal exceeding probability time-dependent ability re-service life

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Displacement and force analyses of piles in the pile-caisson composite structure under eccentric inclined

Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0957-y

Abstract: study aims to investigate the displacement and force behavior of piles in a pile-caisson composite structureperformed to investigate the effects of groundwater level, burial depth of the pile-caisson composite structure, and distribution of soil layers on the performance of the pile-caisson composite structure.In addition, increasing the burial depth of the pile-caisson composite structure can assist in reducingthe displacements and improving the stability of the pile-caisson composite structure.

Keywords： composite structure piles foundation suspension bridge 1g model test finite-element analysis

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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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Heuristic solution using decision tree model for enhanced XML schema matching of bridge structural calculation

Sang I. PARK, Sang-Ho LEE

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 6, Pages 1403-1417 doi: 10.1007/s11709-020-0666-8

Abstract: on the quality of data in a structural calculation document (SCD) is lacking, although the SCD of a bridgeapplicability of XML Schema matching, which improves the speed and quality of information stored in bridgeFirst, the authors proposed a method of reducing the computing time for the schema matching of bridgeThe decision tree model was built using the content elements stored in the SCD, design companies, bridge

Keywords： structural calculation document bridge structure XML Schema matching weight factor data mining decision

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Electronic bridge inspection and maintenance management system

Shen Wang,Zhang Qiang

Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 57-60

Abstract: >Risk analysis and quantitative management concepts are applied to the overall design of electronic bridgemaintenance management system to customize the inspection and maintenance strategy and standardize bridgeAlso the inspection and maintenance manual is composed to guide the bridge management.

Keywords： bridge management inspection maintenance structure elucidation risk analysis

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Steel Bridges in China

Pan Jiyan

Strategic Study of CAE 2007, Volume 9, Issue 7, Pages 18-26

Abstract:

This paper contains a brief introduction of the development of the steel bridges at home and abroad. It also introduces the characteristic requiremens of the material used in steel bridges.

Keywords： steel brigde in China steel materials design of steel brigde structure of steel bridge

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Structure style selection and key structural design of herringbone steel middle pylon of three-pylonsuspension bridge

Hua Xin,Han Dazhang,Zhou Yanfeng,Xu Ruifeng

Strategic Study of CAE 2010, Volume 12, Issue 4, Pages 37-42

Abstract: The middle pylon structure of a three-pylon suspension bridge has great influence on the mechanical behaviorof the whole bridge., structure selection of the pylon is done and longitudinal herringbone steel pylon is taken.The structure design of steel pylon and process with key structures, which include weld design for thickplates, structure dispose of branching nodes, connection type between the bottom of steel pylon and

Keywords： three-pylon suspension bridge steel middle pylon structure style selection key structural design中国工程科学

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Challenge and Innovation in Sutong Bridge Foundation Proje ct

You Qingzhong,Dong Xuewu,Wu Shouchang

Strategic Study of CAE 2007, Volume 9, Issue 6, Pages 22-26

Abstract: outstanding innovations: Utilization of steel casing to establish a construction platform for Sutong Bridge' s super-large and deep-pile groups ; Permanent collision facilities consisting of collision structureThe article also presents economical and reasonable design method for super large bridge foundation and

Keywords： Sutong Bridge construction platform steel cofferdam collision structure lowering as awhole permanent

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Review and Prospect of the Development of Railway Steel Structure in China

Liu Xiaoguang, Lu Chunfang, Ju Xiaochen, Cai Chaoxun

Strategic Study of CAE 2020, Volume 22, Issue 3, Pages 117-124 doi: 10.15302/J-SSCAE-2020.03.018

Abstract: It reviews the development of railway steel structures from the perspective of material, structure, andapplication areas and environments has posed a series of technical challenges for the railway steel structure

Keywords： steel bridge railway station steel structure informatization durability development trend

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research on the multilayer compartmental particle damper and its application methods on long-period bridge

Zhenyuan LUO, Weiming YAN, Weibing XU, Qinfei ZHENG, Baoshun WANG

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4, Pages 751-766 doi: 10.1007/s11709-018-0509-z

Abstract: To introduce particle damping technology to long-period structure seismic control, a novel multilayer(MCPD) was proposed, and a 1/20 scale test model of a typical long-period self-anchored suspension bridgeThe results showed that the seismic responses of the flexible or semi-flexible bridge towers of long-periodThe MCPD can be conveniently installed on the main beam and bridge tower and can effectively reduce the

Keywords： multilayer compartmental particle damper self-anchored suspension bridges shaking tables test long-period structure

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Major bridge development in Hong Kong, China—past, present and future

Michael CH HUI, Doris YAU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 405-414 doi: 10.1007/s11709-011-0136-4

Abstract: The first “modern” type of vehicular bridge was built in Hong Kong China in the 1920s.Four of these bridges, including the Tsing Ma Bridge, Kap Shui Mun Bridge, Ting Kau Bridge, and the cable-stayedbridge on the Hong Kong- Shenzhen Western Corridor, are considered to be major bridges supported byAt the same time, the Hong Kong-Zhuhai-Macao Bridge will be in its detailed design stage soon.While efforts have been made by bridge builders to construct these giant structures, the upkeeping of

Keywords： Tsing Ma Bridge Kap Shui Mun Bridge Ting Kau Bridge Stonecutters Bridge Hong Kong-Zhuhai-Macao Bridge