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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

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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 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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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Analysis of arch dam deformations

Franz PERNER, Pius OBERNHUBER,

Frontiers of Structural and Civil Engineering 2010, Volume 4, Issue 1, Pages 102-108 doi: 10.1007/s11709-010-0012-7

Abstract: an alarm is triggered in the case of larger deviations.The main contributors to the deformations of archloading and the portion caused by temperature variation.The present article deals with the analysis of archproposed procedure is employed for the analysis of the deformations of the 186 m high Zillergruendl arch

Keywords： arch dam analysis Zillergruendl concrete temperature hybrid model

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Shape design of arch dams under load uncertainties with robust optimization

Fengjie TAN, Tom LAHMER

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4, Pages 852-862 doi: 10.1007/s11709-019-0522-x

Abstract: The focus of this paper is on the non-probabilistic-based design of new arch-type dams by applying meansThe optimization of an arch-type dam is realized here by a robust optimization method under load uncertaintyBy this means, the robust design can generate an improved arch dam structure that ensures both safety

Keywords： arch dam shape optimization robust optimization load uncertainty approximation model

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Numerical simulation of damage in high arch dam due to earthquake

Hong ZHONG , Gao LIN , Hongjun LI

Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 3, Pages 316-322 doi: 10.1007/s11709-009-0039-9

Abstract: assumption that concrete is macroscopic homogeneous, the cracking evolution process and damage mode of high archcombine with the Mohr-Coulomb criterion to investigate the crack development and fracture mode of high archThe analysis result of a high arch dam in China under design shows that cracks that take place in concrete

Keywords： mesoscopic heterogeneity damage simulation in earthquakes arch dam

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Key problems and solutions in arch dam heightening

Zuoguang FU, Yunlong HE, Sheng SU

Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 1, Pages 98-104 doi: 10.1007/s11709-010-0004-7

Abstract: Three problems should be dealt with when an arch dam needs to be heightened: stress state getting worseTaking Geba arch dam as an example, these problems are examined in details through simulation analysis

Keywords： arch dam heighten tensile stress finite element method