Resource Type

Journal Article 295

Conference Videos 16

Year

2023 4

2022 8

2021 23

2020 8

2019 22

2018 18

2017 12

2016 8

2015 5

2014 6

2013 17

2012 34

2011 15

2010 45

2009 42

2008 12

2007 9

2006 6

2005 2

2004 2

open ︾

Keywords

suspension bridge 21

bridge 16

cable-stayed bridge 12

Sutong Bridge 11

Taizhou Bridge 9

Hong Kong-Zhuhai-Macao Bridge 6

arch dam 5

bridge engineering 4

dynamic response 4

steel box girder 4

the Fourth Nanjing Yangtze River Bridge 4

EngineeringAchievements 3

FEM 3

Sutong cable-stayed bridge 3

bearing capacity 3

seismic performance 3

BNLAS 2

Beijing-Tianjin inter-city railway 2

Bridge 2

open ︾

Search scope:

排序： Display mode:

Theoretical Analysis of Creep and Shrinkage Effects in SRC Arch Bridge

Xie Xiaoli,Qin Rong,Peng Wenli,Deng Zhiheng

Strategic Study of CAE 2001, Volume 3, Issue 3,   Pages 80-84

Abstract: The formulae which are simple and convenient to use are applied to Wanxian Changjiang Bridge (420m inThe main factors to affect the stress of this type of bridge are indicated.

Keywords： SRC arch bridge     creep and shrinkage     initial stress     stress redistribution    

HTML PDF Collect

Truss-arch model for shear strength of seismic-damaged SRC frame columns strengthened with CFRP sheets

Sheng PENG, Chengxiang XU, Xiaoqiang LIU

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6,   Pages 1324-1337 doi: 10.1007/s11709-019-0557-z

Abstract: substances which are widely used in the shear strengthening of seismic-damage steel reinforced concrete (SRCand existing experimental data of 49 SRC columns are presented.To present the expression formula of the shear strength of SRC frame columns strengthened with CFRP sheetsand transverse reinforcement to shear strength in the truss model are considered, based on the truss-archThe contribution of arch action is also considered through the analysis of the whole concrete and that

Keywords： carbon fiber reinforced polymer material     steel reinforced concrete frame column     seismic-damaged     trussed-arch    

HTML PDF Collect

Performance-based seismic assessment of a historical masonry arch bridge: Effect of pulse-like excitations

Frontiers of Structural and Civil Engineering   Pages 855-869 doi: 10.1007/s11709-023-0972-z

Abstract: The masonry arch bridge investigated in this study was built during the Roman period and is on the islandperformance levels were introduced based on the pushover curve, and the post-earthquake damage state of the bridgeAdditionally the bridge is more vulnerable to far-field excitations than near-field events.

Keywords： masonry arch bridges     seismic behavior     modal properties     pulse-like records     nonlinear time history    

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 andA potential solution is to use a composite box arch ring with steel web-concrete flange.Taking Wanzhou Yangtze River Bridge (the longest concrete arch bridge in the world with a main span ofcomposite arch was presented.the design requirements, therefore it is possible to use the two composite arches in long span arch

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

HTML PDF Collect

Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced

Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4,   Pages 867-887 doi: 10.1007/s11709-020-0649-9

Abstract: A long-span concrete-filled steel tubular (CFST) arch bridge suffers severe vehicle-induced dynamic responsesto study the effects of typical diseases on the vehicle-induced dynamic response of a typical CFST archbridge.

Keywords： long-span arch bridge     expansion joint disease     vehicle-bridge coupling vibration     dynamic response    

HTML PDF Collect

Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River

YU Jiancheng, TONG Hao, HUANG Wei

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 1,   Pages 37-42 doi: 10.1007/s11709-008-0004-z

Abstract: A tied arch bridge without wind bracing was built over the Bin Jiang River, with oblique angle of 20°performances in both construction and operation stages for single span or continuous, orthogonal or oblique bridgeWhen there are more and stronger inner crossbeams, the influence of the end crossbeams on arch stability

Keywords： out-plane buckling     unremarkable     crossbeam     stability analytical     orthogonal    

HTML PDF Collect

A method for examining the seismic performance of steel arch deck bridges

Cheng-Yu LIANG, Airong CHEN,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 3,   Pages 311-320 doi: 10.1007/s11709-010-0080-8

Abstract: To examine the seismic resistance performance of a steel arch bridge during a strong earthquake, an approachA steel fixed-end deck arch bridge with a span length of 200 m was used as an example in this studyThe seismic responses of the arch bridge exposed to strong earthquakes in two and three directions wereWhile lateral earthquake motion has some influence on the damage to an arch bridge, it has little effectIt is feasible to examine the seismic performance of the arch bridge by ascertaining the out-of-plane

Keywords： seismic performance     earthquake damage     steel deck arch bridge    

HTML PDF Collect

Concrete-Filled Steel Tube Arch Bridges in China Review

Jielian Zheng, Jianjun Wang

Engineering 2018, Volume 4, Issue 1,   Pages 143-155 doi: 10.1016/j.eng.2017.12.003

Abstract: bridges and concrete arch bridges with a CFST skeleton.The span of these bridges has been increasing rapidly, which is rare in the history of bridge developmentbridges and concrete arch bridges with a CFST skeleton in China are elaborated.construction of the world’s longest CFST arch bridge—the First Hejiang Yangtze River BridgeRiver Bridge and the Yunnan–Guangxi Railway Nanpan River Bridge—is discussed.

Keywords： Concrete-filled steel tube (CFST) arch bridge     Steel-reinforced concrete arch bridge     Cable-stayed fastening-hanging    

HTML PDF Collect

Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment

Carmelo GENTILE,Antonella SAISI

Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 1,   Pages 26-41 doi: 10.1007/s11709-014-0284-4

Abstract: A multi-channel continuous dynamic monitoring system has been installed in a centenary iron arch bridgeimportant monument of XIX century iron architecture in Italy and is still used as roadway and railway bridgeThe monitoring project follows a series of preliminary ambient vibration tests carried out on the bridgeThe paper describes the bridge structure and its dynamic characteristics identified from the experimentalpresented and discussed, highlighting the effects of environmental and operational conditions on the bridge

Keywords： automated modal identification     continuous dynamic monitoring     environmental/operational effects     iron archbridge     structural health monitoring    

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: on the design and complete construction techniques of 500m-span concrete filled steel tubular (CFST) archbridge, a feasibility study on design and construction techniques of 700m-span CFST arch bridge wasThe results showed that there are no technical hurdles to build 700m-span CFST arch bridges.Considering economical efficiency, safety and other factors, CFST arch bridge is a strong competitorwhen building a 700m-span bridge and should be put on engineering practice and spread as soon as possible

Keywords： bridge engineering     span of 700m grade     concrete filled steel tubular(CFST) arch bridge     design     construction    

HTML PDF Collect

Axial Compressive Behavior of Precast SRC Columns With Multi-Spirals

Yinyan Liang,Wen Zhengqiang,Wang Ruizhen,Ling Jingyu

Strategic Study of CAE 2006, Volume 8, Issue 12,   Pages 16-30

Abstract:

Presented herein is an experimental study on the axial compressive behavior of rectangular SRC (steelThe innovation of applying the 5-spirals to rectangular SRC columns is to take its superiority in concretethe cost effectiveness of the multi-spirals, and the strength and ductility of the spirally confined SRCrectilinear hoops, the test results showed that, with significant cost savings of confinement steel, the SRC

Keywords： precast construction     steel reinforced concrete     rectangular SRC column     multi-spirals     5-Spirals     strength    

HTML PDF Collect

Wind resistance challenges and fundamental research on long-span bridges

Xiang Haifan,Ge Yaojun

Strategic Study of CAE 2011, Volume 13, Issue 9,   Pages 8-21

Abstract: bridges and control of wind-rain induced cable vibration, vortex shedding vibration and control of archExcept one example of vortex-induced vibration, long-span arch bridges have no wind resistance problemsflutter precise analysis, the bridge buffeting frequency-domain analysis under skew wind action, thebridge flutter and buffeting reliability evaluation method based on second order theory and first passagetheory, and the unveiling of bridge flutter evoluation process, generation mechanism and control law

Keywords： suspension bridge     cable stayed bridge     arch bridge     flutter instability     buffeting response     vortex    

HTML PDF Collect

Seismic retrofit of existing SRC frames using rocking walls and steel dampers

Akira WADA, Zhe QU, Shojiro MOTOYUI, Hiroyasu SAKATA

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3,   Pages 259-266 doi: 10.1007/s11709-011-0114-x

Abstract: A retrofit of an existing 11-story steel reinforced concrete frame that features the innovative use of post-tensioned rocking walls and shear steel dampers is presented. The main components of the retrofitting plan and important design considerations are described. The retrofitting system is expected to effectively control the deformation pattern of the existing structure and significantly reduce damage to the existing structure during major earthquakes.

Keywords： building structure     seismic retrofit     rocking wall     steel damper    

HTML PDF Collect

Study on the interfacial shear behavior of steel reinforced concrete (SRC) members with stud connectors

Zihua ZHANG,Junhua LI,Lei ZHANG,Kai YU

Frontiers of Structural and Civil Engineering 2014, Volume 8, Issue 2,   Pages 140-150 doi: 10.1007/s11709-014-0250-1

Abstract: out, in order to study the failure mode, load-slip relationship and the interfacial shear transfer of SRC

Keywords： steel reinforced concrete (SRC)     short column     stud connector     after fire     interfacial shear transfer    

HTML PDF Collect

Modelling autogenous expansion for magnesia concrete in arch dams

JIN Feng, LUO Xiaoqing, ZHANG Chuhan, ZHANG Guoxin

Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3,   Pages 211-218 doi: 10.1007/s11709-008-0025-7

Abstract: To evaluate the effects of autogenous expansion on the stresses of arch dams, a simple model of autogenousby some experimental data of autogenous expansion of Magnesia Concrete and field-measured data of an archEmbedded into finite element arch dam simulation software, this model is employed to simulate the effects

Keywords： field-measured     irreversibility     temperature     irreversible     element arch    

HTML PDF Collect

Title Author Date Type Operation

Theoretical Analysis of Creep and Shrinkage Effects in SRC Arch Bridge

Xie Xiaoli,Qin Rong,Peng Wenli,Deng Zhiheng

Journal Article

Truss-arch model for shear strength of seismic-damaged SRC frame columns strengthened with CFRP sheets

Sheng PENG, Chengxiang XU, Xiaoqiang LIU

Journal Article

Performance-based seismic assessment of a historical masonry arch bridge: Effect of pulse-like excitations

Journal Article

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

Jiangang WEI, Qingwei HUANG, Baochun CHEN,

Journal Article

Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced

Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI

Journal Article

Design and stability analysis of continuous skew tied-arch bridge over Bin Jiang River

YU Jiancheng, TONG Hao, HUANG Wei

Journal Article

A method for examining the seismic performance of steel arch deck bridges

Cheng-Yu LIANG, Airong CHEN,

Journal Article

Concrete-Filled Steel Tube Arch Bridges in China

Jielian Zheng, Jianjun Wang

Journal Article

Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment

Carmelo GENTILE,Antonella SAISI

Journal Article

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

Journal Article

Axial Compressive Behavior of Precast SRC Columns With Multi-Spirals

Yinyan Liang,Wen Zhengqiang,Wang Ruizhen,Ling Jingyu

Journal Article

Wind resistance challenges and fundamental research on long-span bridges

Xiang Haifan,Ge Yaojun

Journal Article

Seismic retrofit of existing SRC frames using rocking walls and steel dampers

Akira WADA, Zhe QU, Shojiro MOTOYUI, Hiroyasu SAKATA

Journal Article

Study on the interfacial shear behavior of steel reinforced concrete (SRC) members with stud connectors

Zihua ZHANG,Junhua LI,Lei ZHANG,Kai YU

Journal Article

Modelling autogenous expansion for magnesia concrete in arch dams

JIN Feng, LUO Xiaoqing, ZHANG Chuhan, ZHANG Guoxin

Journal Article