Search | Engineering

Subscribe Submit

Home Journals Focus Achievement Fronts About Us 中文版

Resource Type

Journal Article 915

Conference Videos 48

Conference Information 2

Year

2024 1

2023 55

2022 57

2021 93

2020 43

2019 57

2018 51

2017 33

2016 43

2015 33

2014 42

2013 48

2012 52

2011 41

2010 70

2009 78

2008 27

2007 30

2006 20

2005 16

open ︾

Keywords

suspension bridge 21

bridge 16

cable-stayed bridge 12

structure 12

Sutong Bridge 10

Taizhou Bridge 9

finite element analysis 7

bearing capacity 6

dynamic response 6

durability 5

seismic performance 5

steel fiber 5

Hong Kong-Zhuhai-Macao Bridge 4

Microbial community structure 4

bridge engineering 4

concrete 4

design parameters 4

different 4

fatigue 4

open ︾

Search scope:

排序： Display mode:

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 increasesbridge decks under traffic conditions of large flow and heavy load.

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

HTML PDF Collect

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 steelIt 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

HTML PDF Collect

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.A specimen consisting of two prefabricated steel–UHPC composite girder parts and one post-cast jointFinite element analyses of Mapu Bridge showed that the nominal stress of critical sections could meeta simplified calculation method for the design moment, and a deflection calculation method for the steel–UHPC

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

HTML PDF Collect

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: Steel structures play an irreplaceable and critical role in railway development and are widely appliedin long-span railway steel bridges and roof trusses of railway stations.This research reviews and prospects the development of railway steel structures.It reviews the development of railway steel structures from the perspective of material, structure, andstructure development, including weather resistant design, construction in harsh marine environment,

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

HTML PDF Collect

Innovative steel-UHPC composite bridge girders for long-span bridges

Xudong SHAO, Lu DENG, Junhui CAO

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4, Pages 981-989 doi: 10.1007/s11709-019-0531-9

Abstract: Steel and steel-concrete composite girders are two types of girders commonly used for long-span bridgesFor steel girders, the orthotropic steel deck (OSD) is vulnerable to fatigue cracking and the asphaltWhile for steel-concrete composite girders, the concrete deck is generally thick and heavy, and the decklightweight composite bridge girders are proposed, where UHPC denotes ultra-high performance concreteTo date, the proposed steel-UHPC composite girders have been applied to 14 real bridges in China.

Keywords： steel-UHPC composite bridge girder long-span bridge orthotropic steel deck fatigue cracking durability

HTML PDF Collect

Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study

Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 10, Pages 1336-1350 doi: 10.1007/s11709-022-0852-y

Abstract: To study the fatigue behavior of a steel-concrete composite bridge deck, we took a newly-constructedrail-cum-road steel truss bridge as a case study.The fatigue life associated with the fatigue fracture of steel reinforcement is 56 years.However, while the top surface of the bridge deck concrete near the truss cracks after just six years, the bridge deck performs with fatigue cracks during most of its design service life.

Keywords： Fatigue assessment composite bridge deck rail-cum-road bridge fatigue stress analysis Model Code

HTML PDF Collect

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

HTML PDF Collect

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: This paper presents pretest analysis of a shake table test model of a 0.35-scale, two-span, steel plategirder bridge.The objective of pretest analysis was to obtain an insight on the seismic response of the bridge modelThe bridge included seat type abutments, full-depth precast deck panels, and a two-column bent in whichSix accelerated bridge construction connections were incorporated in the bridge model.

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

HTML PDF Collect

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: style="text-align: justify;">This article introduces three outstanding innovations: Utilization of steelcasing to establish a construction platform for Sutong Bridge' s super-large and deep-pile groups; Permanent collision facilities consisting of collision structure and 5 000 ton steel cofferdam whichThe 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

HTML PDF Collect

Layout optimization of steel reinforcement in concrete structure using a truss-continuum model

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 5, Pages 669-685 doi: 10.1007/s11709-023-0963-0

Abstract: optimization (BESO), a new approach is developed in this study to optimize the reinforcement layout in steel-reinforcedTo fully utilize the tensile strength of steel and the compressive strength of concrete, the optimizationsensitivity of steel in a concrete–steel composite is integrated with the average normal stress of aClear steel trajectories of SRC structures can be obtained using both methods.M-BESO facilitates a fully digital workflow that can be extremely effective for improving the design of steel

Keywords： bi-directional evolutionary structural optimization steel-reinforced concrete concrete stress reinforcement

HTML PDF Collect

Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge

Wang Jun and Liang Jinda

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 41-45

Abstract:

Taizhou Bridge is the first three-tower two-span suspension bridge withIts main spans are 2×1 080 m; the middle tower is a steel frame with longitudinal herringbone shapebox girders, with a total of 136 steel box girders of about 33 426 t for the whole bridge.This article determines the proper lifting sequence of steel box girders of this threetower suspensionbridge by analyzing the effect of steel box girders lifting sequence on structural system and difficulty

Keywords： three tower two pan suspension bridge steel box girder lifting sequence

HTML PDF Collect

Application and Research on Concrete-Filled Steel Bridge Piers

Zang Hua ,Liu Zhao

Strategic Study of CAE 2007, Volume 9, Issue 7, Pages 71-75

Abstract:

The characteristics of concrete-filled steel bridge piers were presentedThe status of application and research on concrete-filled steel bridge piers was summarized.The prospects of application and changing of its structural type of concrete-filled steel bridge piersOrder to promote future application and research of the new-style piers for bridge structures in China

Keywords： concrete-filled steel tube bridge pier application research

HTML PDF Collect

Simulation of steel beam under ceiling jet based on a wind–fire–structure coupling model

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1, Pages 78-98 doi: 10.1007/s11709-022-0936-8

Abstract: Instead of applying the concept of adiabatic surface temperature (AST) to achieve fluid–structure couplingregion in windless conditions was found to be significant, thus explaining the stress distribution of steel

Keywords： CFD–FEM coupling steel beam wind ceiling jet numerical heat transfer

HTML PDF Collect

Research of steel box girder dehumidification in Taizhou Bridge

Li Lin and Xu Jun

Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 10-13

Abstract:

The steel box girder of Taizhou Bridge is 2 160 m long with volume ofThe paper analyzes the principle, lectotype, setting, workflow and construction of the steel box girderAnd the paper protocols the quality inspection and evaluation standards of the steel box girder dehumidificationin Taizhou Bridge.

Keywords： Taizhou Bridge steel box girder dehumidification research

HTML PDF Collect

Vibration testing of a steel girder bridge using cabled and wireless sensors

Dapeng ZHU, Yang WANG, James BROWNJOHN

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3, Pages 249-258 doi: 10.1007/s11709-011-0113-y

Abstract: This paper reports the field application of a wireless sensing system on a 4-span highway bridge locatedBridge vibration due to traffic and ambient excitation is measured.wireless and nineteen cabled accelerometers are first installed along the sidewalk of two neighboring bridgeIn the next series of testing, 16 wireless accelerometers are installed under the deck of another bridge

Keywords： wireless sensing structural health monitoring (SHM) signal conditioning operating deflection analysis ambient vibration