Relevant bibliographies by topics / Concrete arch bridge

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Concrete arch bridge'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Concrete arch bridge"

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Tan, Geem Eng, Tai Boon Ong, and Ong Chong Yong. "Trends and Development of Precast Concrete Closed Spandrel Arch Bridge Systems." Applied Mechanics and Materials 802 (October 2015): 295–300. http://dx.doi.org/10.4028/www.scientific.net/amm.802.295.

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Arch bridges which have existed since thousands years ago showed surprising durability. Due to the aesthetic value of arch bridges, it is widely used as crossing over valleys and rivers nowadays. Closed spandrel arch bridge is one type of arch bridges that has been developed using precast concrete technology since 1965. Currently, the available Precast Concrete Arch Bridge Systems are BEBO arch, Matiere arch, CON/SPAN arch, TechSpan arch, NUCON arch, Concrete-Filled FRP Tube arch, Flexi-Arch, Rivo CS-P Series arch and Pearl Chain arch. In this paper, development of the Precast Concrete Closed Spandrel Arch Bridge System is reviewed. The advantanges of precast closed spandrel arch bridge system will also be briefly presented. Comparisons in terms of arch sections, moulding, handling, transporting and installing among different Precast Concrete Closed Spandrel Arch Bridge Systems are also highlighted.
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Yu, Tong-Hua. "Concrete trussed arch bridges in China." Canadian Journal of Civil Engineering 14, no. 6 (December 1, 1987): 820–27. http://dx.doi.org/10.1139/l87-120.

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In this paper, the following points are presented: the valuable advantages of the concrete trussed arch bridge; the design consideration and simplified analysis of the bridge; the level of secondary stresses induced in the ends of truss members; the application of prestress to tensile members and bending sections of trusses; and different ways of construction of the bridge.A five-span prestressed concrete trussed arch bridge named the Zhushanlu Road Bridge at Jingdezhen City, Jiangxi Province, is described as an example of medium span bridges of the type popularly adopted in Chinese highway system and the municipal construction since the late sixties. Key words: prestressed concrete, hinged truss, thrust, secondary stress, anchorage, pretensioning, precast.
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Xiang, Zhong Fu, and Yong Zeng. "Chongqing Bridge and its Combination Bridge." Applied Mechanics and Materials 147 (December 2011): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amm.147.45.

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A brief introduction is given about the history and current situation of Chongqing Bridge. Several combination bridges are introduced in detail about structure characteristic and innovation: Chongqing Wushan Yangtze River Bridge--steel tube- concrete composite arch bridge; Twinning of Chongqing Yangtze River Bridge--steel-concrete composite rigid frame bridge; Chaotianmen Yangtze River Bridge --steel truss - arch composite bridge; Caiyuanba Yangtze River Bridge --Rigid Frame - Tied Arch Bridge.
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Chen, Xu Yong, and Xiao Xie. "Research on Masonry Arch-Bridges Reinforcement and Reconstruction Methods." Applied Mechanics and Materials 501-504 (January 2014): 1152–56. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1152.

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We analyze existing masonry arch-bridges and corresponding reinforcement methods in this paper and bring about the method of using strip-shaped outer-wrap reinforced concrete with chemically planted bar to improve the new and old concretes cooperative work so as to strengthen the wholeness and improve impermeability of the bridge. We also compare two experiments on one actual bridge of 30 cm strip-shaped outer-wrap reinforced concrete in the main arch ring and 20 cm global outer-wrap reinforcement concrete, of which the data shows the superiority of strip-shaped outer-wrap reinforced concrete for it strengthens both the bridge floor and bottom structure and improve the load capacity.
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Xu, Jia Lin, and Yong Liang Zhang. "Test and Analysis of Dynamic Characteristics of Reinforced Concrete Arch Bridge." Applied Mechanics and Materials 599-601 (August 2014): 1081–84. http://dx.doi.org/10.4028/www.scientific.net/amm.599-601.1081.

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The development and application of the reinforced concrete arch bridge has been several decades in China. However, the research on arch bridge is relatively slow in recent years, due to the limit of arch bridge’s dependence on geological conditions , the characteristics of its structure and construction technology . Especially ,many reinforced concrete arch bridges which were built after 1940s has been subjected to earthquake, flood or beyond design life. And there is lack of some corresponding researchs on assessment criteria. This paper aims to put forward some state evaluation methods and suggestions by the test and analysis of dynamic characteristics of reinforced concrete arch bridge. Keywords: reinforced concrete arch bridge; state evaluation; dynamic test; modal analysis
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Hu, Da Lin, Tian Qi Qu, Hong Bin Wang, and Long Gang Chen. "Seismic Analysis of Reinforced Concrete Rib Arch Bridge." Applied Mechanics and Materials 256-259 (December 2012): 1496–502. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1496.

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There are few researches on seismic response of reinforced concrete rib arch bridges at present; therefore, it is necessary to analyze seismic performance of this kind of bridges. Based on the engineering background of a three-span reinforced concrete rib arch bridge, a full bridge finite element model is built to analyze the structural dynamic characteristic and seismic response of the bridge. The internal forces and displacements of each key section is compared and discussed when the bridge is excited by horizontal unidirectional ground motion or the combination of vertical and horizontal ground motion. The structural seismic response calculated with different analysis methods is compared. The research results of this study can be used as a reference for the seismic design of similar bridges.
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Lu, Wei, Ding Zhou, and Zhi Chen. "Practical Calculation of Cable-Stayed Arch Bridge Lateral Stability." Applied Mechanics and Materials 587-589 (July 2014): 1586–92. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1586.

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A long-span cable-stayed arch bridge is a new form of bridge structure that combines features of cable-stayed bridges with characteristics of arch bridges. In the present study, we derived a practical calculation method for the lateral destabilization critical loading of cable-stayed arch bridges during the construction process based the energy principle. The validity of the method was verified with an example. The calculation method provides a quick and efficient way to evaluate the lateral stability of a cable-stayed arch bridge and a concrete filled steel tubular arch bridge during the construction process.
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Karaś, Sławomir, and Beata Klimek. "Diagnosis of 100 years old concrete from M. Lutoslawski Bridge in Lublin." Budownictwo i Architektura 13, no. 2 (June 11, 2014): 109–18. http://dx.doi.org/10.35784/bud-arch.1885.

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The paper presents the results investigation of old concrete. The material was retrieved from M. Lutoslawski Bridge which is located in Zamojska Street. M. Lutoslawski built two bridges in Lublin by using Francois Hennebique projects. The carried out investigations include recognition in situ and during laboratory tests. Among others, the concrete compression strength and the diagnosis of concrete microstructure were made by means of SEM and EDS techniques. The conclusions pertain to both macro and microscopic analyses. The concrete strength results were compared with other authors' results obtained for similar old concretes.
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Tang, Yingying, Yong’e Wang, Yanwei Niu, Hong Chen, and Huang Pingming. "Monitoring of Daily Temperature Effect on Deck Deformation of Concrete Arch Bridge." MATEC Web of Conferences 206 (2018): 01011. http://dx.doi.org/10.1051/matecconf/201820601011.

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Temperature makes greatly differences on concrete in many aspects, including stress, strain and deformation, especially for arch concrete bridge structure. Some software can compute theoretical deformation, stress and bending moment of bridge structure due to temperature load, such as Midas Civil. In recent years, in order to learn about conditions of structure, many bridges have installed the healthy monitoring system. In this research, the monitoring data lasting approach a year was obtained from Haierwa Bridge, a concrete truss arch bridge, in Hebei province. The bridge belongs to Xuanda Highway, which undertook the main traffic flow of coal transportation. The proportion of heavy vehicles, exceeding 50t, ups to 30%, different with common highway. The objective of this paper is to monitor and analyse the deformation of concrete truss arch bridge due to air temperature change. Firstly, results show that the daily tendencies of temperature and bridge vertical deformation at mid-span, L/4 and arch foot in the winter and summer. The linear relationship was calculated between the temperature and deformation of critical sections based on the monitoring data. In addition, the finite element model was established to calculate the theoretical value, and further compared with practice values.
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Li, Xiao Ke, Li Xin Liu, Shi Ming Liu, and Shun Bo Zhao. "Static Analysis of Reinforced Concrete Arch-Deck Bridge with Archaized Connective Corridors." Applied Mechanics and Materials 238 (November 2012): 738–42. http://dx.doi.org/10.4028/www.scientific.net/amm.238.738.

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As the requirements of traffic functions and urban landscape, a reinforced concrete arch- deck bridge is designed with archaized connective corridors. The main dimensions and drawings are introduced and the static analytical results of the bridge are discussed in this paper. The numerical model was built by the integrated solution system for bridge and civil engineering- MIDAS/Civil. The results show that the temperature of bridge and the horizontal shift at arch toes due to sedimentation play important roles sensitively influencing the bending moments and displacements of control sections. Compared numerical results of the bridge only with dead loads, the maximum bending moments and displacements would reach 3.81 times and 6.52 times respectively. The axial force of arch is mainly resulted from dead loads, which gradually increases from arch crown to arch toes. The design and numerical results would give some references to similar bridges.
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Dissertations / Theses on the topic "Concrete arch bridge"

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McNulty, Paul. "Behaviour and analysis of a novel skew flexible concrete arch bridge." Thesis, Queen's University Belfast, 2014. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.679480.

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Masonry arch bridge building declined considerably in· the twentieth century due to the development of faster methods of construction, such as reinforced concrete. However, in recent years, the repair and maintenance of bridge structures has become a major concern. The lower maintenance costs and longer 'design life of arch bridges over alternative bridge designs were key reasons in the selection of several arch bridges built towards the end of the twentieth century and the beginning of the twenty first century. The FlexiArch design allows a masonry arch system to be cost competitive with other forms of bridge systems while offering superior durability and lower long term maintenance. The aim of this research was to extend the knowledge of the FlexiArch bridge system into the behaviour of FlexiArch bridge systems with skew and to address the shortfalls found in the literature review. The literature review demonstrated that skew arches are complex 3D structures, and that the assumptions used in current 2D analysis methods to define the effects in the transverse direction often incorrectly predict the behaviour of the skew arch. This research investigated the behaviour of the skew FlexiArch bridge system through a detailed experimental test programme. The experimental test programme involved the design, construction and testing of five third scale skew FlexiArch bridge systems with varying angles of skew. As the skew angle was increased, and the square span and square width were kept constant, the peak load decreased. The skew arch systems transferred the load along the shortest load path; namely the square span direction where possible, or the shortest distance in the highly skewed arch systems. The experimental test data was compared against an analytical model and a 3D NLFEA model, which were found to accurately predict the behaviour of the skew arch.
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Van, Wijk Heinrich. "Validation of the deck behaviour due to post-tension loading of Ashton arch bridge." Master's thesis, Faculty of Engineering and the Built Environment, 2019. https://hdl.handle.net/11427/31783.

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The new Ashton Bridge is a concrete tied-arch structure with a cable-supported deck, which spans 110 metres below the arching ribs. The tie-beam members, connecting the arch ribs, each have six longitudinal tendons that have primarily straight profiles. The author set out to validate the structural behaviour of the tie-beams, after the post-tensioning construction stage. This objective was achieved by validating selected finite element model parameters with field conducted tests. The input parameter, which is the prestress loading onto the structure, was validated with tendon elongation measurements and tendon lift-off tests. The output parameter, which is the strain and displacement response of the structure, was verified by measuring the elastic deck shortening and the strain gauge readings. Lower tendon extensions were encountered during tensioning. This required calibration of the friction coefficients and model updating. Lift-off tests and deck shortening measurements provided and order size estimation of the structural behaviour, but was not adequate for model validation. The strain gauge readings showed a close correlation with the expected strain state of the structure and offered insight into the behaviour of the structure during post-tensioning. The methods described in this dissertation may be used for validating the structural behaviour of concrete bridges subject to post-tensioning. Suggestions for improving tendon lift-off tests and deck shortening measurements are also presented.
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Andersson, Andreas. "Capacity assessment of arch bridges with backfill : Case of the old Årsta railway bridge." Doctoral thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-32827.

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The work presented in this thesis comprises the assessment of existing arch bridges with overlying backfill. The main objective is to estimate the load carrying capacity in ultimate limit state analysis. A case study of the old Årsta railway bridge is presented, serving as both the initiation and a direct application of the present research. The demand from the bridge owner is to extend the service life of the bridge by 50 years and increase the allowable axle load from 22.5 to 25 metric tonnes. The performed analyses show a great scatter in estimated load carrying capacity, depending on a large number of parameters. One of the factors of main impact is the backfill material, which may result a significant increase in load carrying capacity due to the interaction with the arch barrel. Based on theoretical analyses, extensive conditional assessments and the demand from the bridge owner, it was decided that the bridge needed to be strengthened. The author, in close collaboration with both the bridge owner and the persons performing the conditional assessment, performed the development of a suitable strengthening. The analyses showed a pronounced three-dimensional behaviour, calling for a design using non-linear finite element methods. Due to demands on full operability during strengthening, a scheme was developed to attenuate any decrease in load carrying capacity. The strengthening was accepted by the bridge owner and is currently under construction. It is planned to be finalised in 2012. The application of field measurements to determine the structural manner of action under serviceability loads are presented and have shown to be successful. Measured strain of the arch barrel due to passing train has been performed, both before, during and after strengthening. The results serve as input for model calibration and verification of the developed strengthening methods. The interaction of the backfill was not readily verified on the studied bridge and the strengthening was based on the assumption that both the backfill and the spandrel walls contributed as dead weight only. The finite element models are benchmarked using available experimental results in the literature, comprising masonry arch bridges with backfill loaded until failure. Good agreement is generally found if accounting for full interaction with the backfill. Similarly, accounting for the backfill as dead weight only, often results in a decrease in load carrying capacity by a factor 2 to 3. Still, several factors show a high impact on the estimated load carrying capacity, of which many are difficult to accurately assess. This suggests a conservative approach, although partial interaction of the backfill may still increase the load carrying capacity significantly.
Arbetet i föreliggande avhandling omfattar analyser av befintliga bågbroar med ovanliggande fyllning. Huvudsyftet är att uppskatta bärförmågan i brottgränstillstånd. En fallstudie av gamla Årstabron redovisas, vilken utgör både initieringen och en direkt tillämpning av föreliggande forskning. Kravet från broförvaltaren är att öka brons livslängd med 50 år, samtidigt som axellasten ska ökas från nuvarande 22.5 ton till 25 ton. Utförda analyser visar på stor spridning i uppskattad bärförmåga, beroende på ett stort antal parametrar. En av de främsta faktorerna är fyllningens egenskaper, vilken kan resultera i en markant ökning av bärförmågan p.g.a. samverkan med bågen. Baserat på teoretiska analyser, tillståndsbedömningar och krav från broförvaltaren beslutades att bron skulle förstärkas. En förstärkningsmetod har utvecklats i nära samarbete med broförvaltaren och personer som tidigare utfört tillståndsbedömningarna. Analyserna visar ett utpräglat tredimensionellt beteende, vilket har föranlett användandet av icke-linjära finita elementmetoder. Krav på full trafik under samtliga förstärkningsarbeten har resulterat i att dessa utförs enligt en föreskriven ordning, som ska reducera minskning i bär­förmåga under samtliga etapper. Förstärkningsförslaget godkändes av Banverket och är för närvarande under byggnation. Enligt plan ska dessa slutföras under 2012. Fältmätningar har använts för att bestämma det statiska verkningssättet under brukslaster, vilket visas ge goda resultat. Resulterande töjningar från passerande tåg har uppmäts i bågen, både före, under och efter förstärkning. Resultaten har använts både för att kalibrera beräkningsmodeller och att verifiera utförda förstärkningar. Samverkan mellan båge och fyllning har inte kunnat verifierats för den aktuella bron och de utvecklade förstärkningarna baseras på en modell där både fyllning och sidomurar endast utgör yttre verkande last. De framtagna finita element modellerna har jämförts med experimentella resultat från litteraturen, omfattande tegelvalvsbroar med ovan­liggande fyllning belastade till brott. Generellt erhålls god överensstämmelse om full samverkan mellan båge och fyllning antas. Om fyllningen istället endast betraktas som yttre last, minskar lastkapaciteten ofta med en faktor 2 till 3. Fortfarande uppvisar ett antal faktorer stor inverkan på bärförmågan, vilka ofta är svåra att med säkerhet bestämma. Ett konservativt betraktningssätt rekommenderas, även om delvis sam­verkan med fyllningen fortfarande kan öka bärförmågan avsevärt.
QC 20110426
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Thornton, Nathan Paul. "Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation." Thesis, Virginia Tech, 2012. http://hdl.handle.net/10919/35195.

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As Americaâ s infrastructure ages, many of the nationâ s bridges approach the end of their service life. In order to develop a method for handling the rising number of deficient and functionally obsolete bridges, nondestructive tests and evaluations must be undertaken. Valuable information from these tests regarding the strength and condition of bridges will help in making decisions about their rehabilitation and replacement.

Two adjoining open spandrel reinforced concrete arch bridges in downtown Appalachia, Virginia were selected for live load testing by Virginia Department of Transportation (VDOT). Both bridges have supported an increasing amount of extreme coal truck traffic throughout their service life and are essential to the efficient transport of coal in the region. Because of their age, having been built in 1929, and the amount of visible damage and repairs, VDOT was concerned about their remaining capacity and safe operation.

The live load tests focused on global behavior characteristics such as service strain and deflection as well as local behavior of the arches surrounding significant repairs. It was found that the strain and deflection data collected during load testing displayed linear elastic behavior, indicating excess capacity beyond the test loads. Also, given the loading applied, the measured strains and deflections were small in magnitude, showing that the bridges are still acting as stiff structures and are in good condition. Data collected during these tests was compared to results from a finite element model of the bridges to determine the coal truck size which is represented by the live load test loading configurations. The model comparisons determined the test loads produced comparable deflections to those produced by the target coal truck load. Through this approach, a recommendation was given to VDOT regarding the satisfactory condition of the aging bridges to aid in the process of load rating and maintenance scheduling for the two bridges.
Master of Science

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Pěkník, Robin. "Obloukový most přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227654.

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The subject of this master's thesis is design of road bridge over highway D1 by the city Přerov. From the three proposed solutions has been chosen bridge with self-anchored arched structure which is good for deep notch. The concrete bridge was designed and assessed according to current Eurocodes. The thesis includes detailed structural analysis, drawings and visualization of the bridge. The analysis was performed using software Scia Engineer including time dependent analysis (TDA). Assessment of structure was made in Excel or by hand.
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Glajcar, Karel. "Lávka tvořená předpjatým pásem s obloukem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225608.

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The subject of this master’s thesis is the design of footbridge across the river. The main objective is to analyse the superstructure which is formed by a stress ribbon and arch. The arch consists of two separate plan curved concrete arches and is associated with stress ribbon in the top. The analysis of the structure has been performed using MIDAS CIVIL 2011 software. Simplified calculations by hand or by EXCEL have been also carried out. Design of the superstructure's elements, pre-stressed tendons and reinforcement has been done according to EUROCODE. In the analysis, time dependent effects have been also taken into account.
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Rolenc, Jan. "Rekonstrukce mostu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225697.

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Olšák, Martin. "Obloukový most přes dálnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240380.

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The subject of this diploma thesis is design of arch bridge across the highway. Has been elected self-anchored structure with span of arch 60 m and trapezoid bridge deck from prestressed concrete. The load effects is calculated by software Scia Engineer including time dependent analysis. The supporting structure is assessed for the ultimate limit state and serviceability limit state. Static assessment is done by hand calculation according to CSN EN 1992-2. Part of the thesis is drawing and visualization of the bridge.
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Herka, Martin. "Návrh, posouzení a optimalizace obloukové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226929.

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Diploma thesis deals with a design of concrete arch structure. There was made a preliminary design of concrete structure of a buried arch bridge. Subsequently was the shape of arch structure optimized to oblige the requirements of real buried arch bridge structure. There is included static calculation of the ecoduct construction. It is developed detailed drawings
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Totková, Lucie. "Lávka pro pěší přes řeku Bečvu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240273.

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The aim of this thesis is the design of curved footbridge across the river Bečva. Curved footbridge consists of a supporting steel arch, which brings the steel struts to the steel arch under the concrete deck. The steel arch with crosspieces is coupled with concrete deck using the coupling pins. The deck is formed from reinforced concrete. Structural model is carried out in a computer program ANSYS. The structural design is handled in accordance with applicable European standards. The design considers pedestrians load and temperature effects.
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Books on the topic "Concrete arch bridge"

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Beal, David B. Load capacity of jack arch bridges. Albany, N.Y: New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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Ohio. Dept. of Transportation. and United States. Federal Highway Administration., eds. The Concrete arch supplement to The Ohio historic bridge inventory, evaluation, and preservation plan. [Columbus]: Ohio Dept. of Transportation in cooperation with the Federal Highway Administration, 1994.

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DiLucia, Ann Marie. High arch bridge: A cost benefit analysis of preservation techniques as applied to a vernacular concrete structure. 1998.

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Kikites, Andreas. Use of high performance concrete in the design of arch bridges. 2004, 2004.

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Book chapters on the topic "Concrete arch bridge"

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Stroscio, Riccardo. "Steel-Concrete Composite Flat Arch Bridge." In High Tech Concrete: Where Technology and Engineering Meet, 2645–53. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_301.

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Kaminaga, Yuki, Takeshi Nakagawa, Hiromi Hosono, Hidetoshi Ichikawa, and Masanao Kajiura. "Construction of an Arch Bridge by Lowering Method." In High Tech Concrete: Where Technology and Engineering Meet, 2629–37. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_299.

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Gleich, Philipp A., and Reinhard Maurer. "Bridge Reassessments – Realistic Shear Capacity Evaluation Using Arch Action Model." In High Tech Concrete: Where Technology and Engineering Meet, 1822–31. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_209.

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Weiher, Hermann, Andreas Praus, and Katrin Runtemund. "Strengthening of 100 Year Old Concrete Arch Bridge ‘Kuhbrücke/Hildesheim’." In High Tech Concrete: Where Technology and Engineering Meet, 2004–10. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_229.

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Van Bogaert, Philippe. "Refurbishment of a Heritage Concrete Tied Arch Bridge Across River Lys." In High Tech Concrete: Where Technology and Engineering Meet, 1968–75. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_225.

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Xiang, Yiqiang, and Bishnu Gupt Gautam. "Reinforced Concrete Multi-Rib Arch Bridge Strengthened by Changing Structural System." In Advances and Challenges in Structural Engineering, 56–64. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01932-7_6.

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Kamiński, Tomasz, Mieszko Kużawa, and Jan Bień. "Experimental and Numerical Assessment of an Old Backfilled Concrete Arch Bridge." In Structural Integrity, 194–202. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_18.

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He, Zhi-Jun, Hong-Ju Han, Ji-Ping Guo, and Jian Yang. "Cantilever Casting Construction Technology of Reinforced Concrete Main Arch Ring of ShaTuo Bridge." In Structural Integrity, 732–43. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_80.

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Wu, Fei, Donghua Xiao, Jiancheng Yuan, Sheng Zhou, Zhicheng Tan, and Zhongpeng Zou. "The Advantages of Steel-Concrete Composite Girder in Half-Through Concrete-Filled Steel Tube Bowstring Arch Bridge." In Structural Integrity, 569–77. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_61.

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Nijsse, R., and A. H. Snijder. "The Foundation of an All Glass Arch Bridge for the Green Village on the Delft University Campus." In High Tech Concrete: Where Technology and Engineering Meet, 2546–53. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_290.

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Conference papers on the topic "Concrete arch bridge"

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Cizmar, D., D. Mestrovic, and J. Radic. "Arch bridge made of reactive powder concrete." In HIGH PERFORMANCE STRUCTURES AND MATERIALS 2006. Southampton, UK: WIT Press, 2006. http://dx.doi.org/10.2495/hpsm06042.

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Papile, Tony. "Restoration of a Concrete Arch Railroad Bridge." In Third National Congress on Civil Engineering History and Heritage. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)27.

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Johnson, Arne P., Gary J. Klein, and John S. Lawler. "Extending the Life of Historic Concrete Bridges." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1080.

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<p>Open-spandrel, concrete arch bridges were a common bridge design in the United States during the early 1900s. Many of these bridges are now urban landmarks and listed historic structures that local jurisdictions wish to rehabilitate, including widening the deck to more safely accommodate pedestrians and bicyclists. However, decades of exposure in harsh climates have led to advanced deterioration and reduced load ratings for most extant examples. Further complicating rehabilitation, the height, and arch-reliant behavior of these bridges make construction access, staging, and maintenance of traffic difficult. Drawing upon the authors’ experience with several bridges of this type, this paper discusses best practices and special considerations for investigating and rehabilitating historic concrete arch bridges to extend their life.</p>
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Huang, Zhonglei, Jijun Su, and Yifeng Zheng. "Researchof reinforced concrete deck arch bridge detection technology." In 2012 2nd International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, 2012. http://dx.doi.org/10.1109/cecnet.2012.6201382.

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Inaudi, Daniele, A. Ruefenacht, B. von Arx, H. P. Noher, Samuel Vurpillot, and Branko Glisic. "Monitoring of a concrete arch bridge during construction." In SPIE's 9th Annual International Symposium on Smart Structures and Materials, edited by S. C. Liu and Darryll J. Pines. SPIE, 2002. http://dx.doi.org/10.1117/12.472550.

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Ong, Chong Yong, Kok Keong Choong, Tai Boon Ong, Kenny Chia, and Wong Fook Kan. "Design and Construction of Triple-Span Precast Concrete Open Spandrel Arch Bridge." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0925.

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<p>Design and construction of a triple-span precast concrete open spandrel arch bridge over a river for an integrated commercial and residential development project is presented. Due to the bridge skew angle and necessity for the newly constructed bridge to serve as one of the landmark along the river for this project, a triple-span precast arch bridge with open-spandrel concept was designed with special consideration to aspect of speedy construction. Precast construction technique was adopted with three main precast concrete components, namely open-spandrel supporting arch frame, tie beam and plank for composite slab. Arch span of 19m with rise of 4.25m, and arch span of 25.0m with rise of 5.0m were designed respectively for two side spans and middle span of the bridge. The main supporting arch component was made of two units of half arches joined at the crown with a specially designed joint. Besides the traffic loading, the design of these supporting arches was carried out taking into account aspect of transportation of the precast unit to site and also aspect of ease of erection at site. After the two supporting arch units and tie-beams were launched using cranes, special joint at the crown was cast to form a rigid arch frame. The construction process of the precast arch bridge with minimal number of joints connecting specially designed precast units meet the construction time frame and budget set by the client.</p>
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Wu, Q. X., L. H. Lin, and B. C. Chen. "Nonlinear Seismic Analysis of Concrete Arch Bridge with Steel Webs." In Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413234.050.

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Jin, Fei. "Lancang River Railway Arch Bridge with stiffened skeleton of Concrete-filled Steel Tubes." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0940.

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<p>The Lancang River railway arch bridge, a key project, is located on Dali~Ruili Railway with a design speed of 140 km/h. The bridge spans over the Lancang River, with the max slope angle of the mountain body on both sides of the river being more than 80 degrees. The distance between the bridge deck and the river surface exceeds 270 m. The whole bridge is 528.1 m long and the main span is 342 m. The x-style arch rib is a deck-type concrete-filled steel tube stiffened skeleton, which becomes the main arch structure of single-box single-cell box section after swing erection, by means of filling the inner space and covering the outer face with concrete.</p>
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Davidge, W. M. (Bill), and James M. Fariss, Jr. "Main Street Bridge Project, Danville, VA Open Spandrel Concrete Arch Bridges: New and Old." In Structures Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.053.

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Ge, Jiping, and Wensheng Ding. "Seismic Performance of Composite Beam Concrete Filled Tubular Tied Arch Bridge." In International Conference On Civil Engineering And Urban Planning 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412435.099.

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Reports on the topic "Concrete arch bridge"

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Hoehler, M., D. McCallen, and C. Noble. The seismic response of concrete arch bridges (with focus on the Bixby Creek bridge Carmel, California). Office of Scientific and Technical Information (OSTI), June 1999. http://dx.doi.org/10.2172/9869.

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