Relevant bibliographies by topics / Concrete arches

Academic literature on the topic 'Concrete arches'

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Published: 4 June 2021
Last updated: 1 August 2024

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Journal articles on the topic "Concrete arches"

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Bouras, Yanni, and Zora Vrcelj. "In-plane stability of shallow concrete arches under fire." Journal of Structural Fire Engineering 11, no. 1 (January 8, 2020): 1–21. http://dx.doi.org/10.1108/jsfe-11-2018-0039.

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Purpose Concrete arch structures are commonly constructed for various civil engineering applications. Despite their frequent use, there is a lack of research on the response and performance of concrete arches when subjected to fire loading. Hence, this paper aims to investigate the response and in-plane failure modes of shallow circular concrete arches subjected to mechanical and fire loading. Design/methodology/approach This study is conducted through the development of a three-dimensional finite element (FE) model in ANSYS. The FE model is verified by comparison to a non-discretisation numerical model derived herein and the reduced modulus buckling theory, both used for the non-linear inelastic analysis of shallow concrete arches subjected to uniformly distributed radial loading and uniform temperature field. Both anti-symmetric and symmetric buckling modes are examined, with analysis of the former requiring geometric imperfection obtained by an eigenvalue buckling analysis. Findings The FE results show that anti-symmetric bifurcation buckling is the dominant failure mode in shallow concrete arches under mechanical and fire loading. Additionally, parametric studies are presented which illustrate the influence of various parameters on fire resistance time. Originality/value Fire response of concrete arches has not been reported in the open literature. The authors have previously investigated the stability of shallow concrete arches subjected to mechanical and uniform thermal loading. It was found that temperature greatly reduced the buckling loads of concrete arches. However, this study was limited to the simplifying assumptions made which include elastic material behaviour and uniform temperature loading. The present study provides a realistic insight into the fire response and stability of shallow concrete arches. The findings herein may be adopted in the fire design of shallow concrete arches.
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Myer, Donald B., and Abba Lichtenstein. "Washington, a City of Beautiful Bridges: Paradigms to Emulate." Transportation Research Record: Journal of the Transportation Research Board 1549, no. 1 (January 1996): 18–34. http://dx.doi.org/10.1177/0361198196154900103.

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Washington enjoys a unique international focus as a city planned for beauty. It incorporates a monumental baroque plan superimposed on a topography bordered by rivers and hills. Marble monuments and governmental structures carefully range a tree-lined formal landscape in the city's core. Fiercely protected height limits assure as a centerpiece the Capitol dome and monument-lined Mall. Conscious planning and architectural aesthetic effort have resulted in bridges that are an integral part of the nation's capital in 1996. Its structures reveal history, engineering excellence, and undeniable aesthetic import. Six bridges defend this thesis: Arlington Memorial Bridge, sculpture and arches formally carrying the Mall across the Potomac River; Francis Scott Key Bridge, high concrete arches whose silhouette are a major feature of the Potomac Palisades; William Howard Taft Bridge, engineering tour de force (largest unreinforced concrete structure in the world), carrying one of the city's main avenues across Rock Creek Park on multiple arches; Dumbarton Bridge, integrating architecture and sculpture in the parkscape while solving a street misalignment across Rock Creek Park; Connecticut Avenue Bridge over Klingle Valley, Art Deco steel-arched structure; and John Phillip Sousa Bridge, early 20th century axial connection of Pennsylvania Avenue, S.E., over the Anacostia River. Steel, concrete, arches, and trusses make up the aesthetic components of these structures, each in a unique visual context.
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Zhou, Yu, Zhi Lin, Lili Liu, and Jianghao Zhou. "Experimental Study on Prefabricated Steel Fiber-Reinforced Concrete Casing Arch Method for Strengthening Cracked Lining in Confined Spaces." Applied Sciences 14, no. 13 (July 8, 2024): 5941. http://dx.doi.org/10.3390/app14135941.

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Increasingly, research indicates that steel fibers can significantly enhance the engineering properties of mortar and concrete; however, few studies have examined their impact on the reinforcement of in-service tunnel linings within sleeve arch structures. In this study, a series of 1:2 scale experiments were conducted using a specialized loading device to compare the reinforcement performance of steel fiber-reinforced concrete sleeve arches and traditional reinforced concrete sleeve arches on prefabricated cracks with depths of 1/3 and 2/3 of the lining thickness. The experimental results were validated using numerical simulations. The results indicate that under the same load, when reinforcing components with 2/3 prefabricated cracks, the maximum compressive strains for steel fiber-reinforced and reinforced concrete sleeve arches were −852 με and −985 με, respectively, and the maximum deflections were 3.57 mm and 5.48 mm. Composite sleeve arches of both materials provide a certain degree of reinforcement to linings with varying damage. The reinforcement performance of steel fiber-reinforced concrete sleeve arches is superior to that of traditional reinforced concrete sleeve arches, with particularly significant reinforcement for linings with 2/3 prefabricated cracks. Numerical simulations have shown that the stress in reinforced concrete at the concentrated stress regions is 16.15%, 6.01%, 12.68%, 36.62%, and 4.82% higher than that in steel fiber-reinforced concrete, respectively, thereby validating the reliability of the experimental results. Therefore, this study recommends the application of steel fiber materials in sleeve arches to achieve superior maintenance and reinforcement, addressing cracking issues in in-service tunnel linings and thereby improving the safety and durability of these structures.
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Houšt’, Vladimír, Jan Eliáš, and Lumír Miča. "Shape optimization of concrete buried arches." Engineering Structures 48 (March 2013): 716–26. http://dx.doi.org/10.1016/j.engstruct.2012.11.037.

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Nakhaev, M. R. "Manufacturing of fiber-reinforced concrete bridge arches." Herald of Dagestan State Technical University. Technical Sciences 48, no. 3 (November 9, 2021): 99–105. http://dx.doi.org/10.21822/2073-6185-2021-48-3-99-105.

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Objective. A new method of manufacturing arches for a fiber-reinforced concrete bridge in the form of an analogue of permanent formwork is considered. Within the framework of this work, research results have been obtained that confirm the effectiveness of the system for the construction of bridge arches of various configurations.Method. The proposed developments will improve the strength characteristics of the bridge arch for small and medium bridges by optimizing the shape and size of the cross section in accordance with the change in the bending moment along the length of the arch. At the same time, reduce its metal consumption by several times.Result. The results obtained confirmed the effectiveness of electrostatic spraying of dry concrete mixture with simultaneous moisture up to moisture, which contributes to the work of capillary forces for compaction of concrete layers and the manufacture of a profiled strong shell (analogue of non-removable reinforced formwork) from reinforced fiber-reinforced concrete.Conclusion. By varying the shape and dimensions of the cross- section, the thickness of the shell and the degree of its reinforcement, as well as filling this shell with high-strength fiber-reinforced concrete, it is possible to design and manufacture bridge arches for various loads.
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Holzer, Stefan M., and Karen Veihelmann. "Hinges in historic concrete and masonry arches." Proceedings of the Institution of Civil Engineers - Engineering History and Heritage 168, no. 2 (May 2015): 55–64. http://dx.doi.org/10.1680/ehah.14.00019.

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Wang, Tao, Mark A. Bradford, and R. Ian Gilbert. "Creep Buckling of Shallow Parabolic Concrete Arches." Journal of Structural Engineering 132, no. 10 (October 2006): 1641–49. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:10(1641).

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M. Husain, Husain, Hisham M. Al-Hassani, and Ahmed Y. A. Zainul-Abideen. "Experimental Investigation of Composite Steel-Concrete Arches." Engineering and Technology Journal 31, no. 13 (August 1, 2013): 2393–414. http://dx.doi.org/10.30684/etj.31.13a.1.

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Bakht, Baidar, and Akhilesh C. Agarwal. "On distress in pipe-arches." Canadian Journal of Civil Engineering 15, no. 4 (August 1, 1988): 589–95. http://dx.doi.org/10.1139/l88-079.

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Cracking of bolt holes is a very common form of distress in pipe-arch type of soil–steel structures, the conduit walls of which are subjected to very large radial soil pressures in their lower haunches. This paper, in discussing the mechanics of this form of distress, concludes that the cracks are formed mainly due to the inability of the soil in the haunch areas to sustain the very high pressures. It also contains methods to alleviate these problems, both at the design and at the construction stage. Guidelines for proper bolt arrangements are given, and use of low-strength concrete around and under the haunches is recommended. Pouring of concrete in segments is suggested to avoid potential flotation of the pipe during construction. A case history incorporating this measure is given to demonstrate its feasibility. Key words: soil–steel structure, pipe-arch, culvert, highway bridges, bolt-hole tears.
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Jiang, Wei, and Da Gang Lu. "In-Plane Creep Stability Design of Concrete Filled Steel Tubular Arches Using Inverse Reliability Method." Applied Mechanics and Materials 351-352 (August 2013): 1601–4. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1601.

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An inverse first order reliability method (FORM) is presented to solve the safety factors for the in-plane creep stability of concrete filled steel tubular (CFST) arches. In the inverse analysis, the safety factors with or without considering the time-dependent behavior of concrete are introduced into limit state equations for the in-plane stability design of CFST arches. For different target reliability indices and steel ratios, the time-independent and time-dependent safety factors are solved. The results show that the inverse FORM is of good efficiency and applicability. The target reliability indices have little effect on the safety factors for the creep stability of CFST arches. The effects of steel ratios are significant which should be considered in design. For the commonly used steel ratios of CFST arches, the in-plane safety factors for creep stability range from 1.17 to 1.43.
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Dissertations / Theses on the topic "Concrete arches"

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Tomblin, Josh. "Buried FPR-Concrete Arches." Fogler Library, University of Maine, 2006. http://www.library.umaine.edu/theses/pdf/TomblinJX2006.pdf.

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Njumbe, Sylvester K. "The behaviour of mass concrete arches containing planar inclusions." Thesis, University of Salford, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.395701.

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Aagard, Adam D. "Rectification of 2-D to 3-D Finite Element Analysis in Buried Concrete Arches Under Discrete Loading." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd1768.pdf.

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JUNIOR, HUMBERTO CORREIA LIMA. "INSTABILITY OF SEGMENTAL REINFORCED CONCRETE ARCHS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1997. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1937@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Arco segmentado é uma estrutura composta de vários segmentos retilíneos,emendados em pontos pertencentes a uma curva em forma de arco que circunscreve a estrutura. A coincidência dos pontos das emendas (nós) com essa curva permite a redução dos momentos fletores nesses pontos. O arco segmentado assim idealizado apresenta algumas vantagens para a indústria de pré-moldados, quais sejam: permite a utilização das fôrmas empregadas na moldagem de outros tipos de peças retilíneas como pilares e vigas; permite a construção de arcos com qualquer relação entre a flecha e o vão, empregando-se as mesmas fôrmas, bastando para isso variar os ângulos entre os segmentos emendados. Neste trabalho é feito um estudo teórico sobre a estabilidade dos arcos segmentados,utilizando para isto o modelo computacional baseado no método nos elementos finitos. Dentro deste estudo são realizadas análises sobre a influência da relação altura/vão, da variação do número de segmentos, da presença de imperfeições iniciais e da ação do vento no comportamento global destes arcos. Também é desenvolvido um procedimento para o cálculo da carga crítica dos arcos segmentados bi e tri-articulados e que leva em consideração tanto as cargas caracterizadas por pontos limite como as por pontos de bifurcação. São apresentados os detalhes e resultados de um ensaio experimental de um arco segmentado de concreto armado, que teve como objetivo principal a verificação do comportamento global deste tipo de estrutura e da eficiência do modelo computacional aqui utilizado.
Segmental arch is a structure made of several straight segments of precast concrete connected at points belonging to a curve in the form of an arch which circumscribes the structure. This type of arch has some advantages for the precasting industry: a) it allows the use of the same forms used to cast other types of straight pieces such as beams and columns; b) it allows the construction of arches with any height/span ratio, using the same forms, which is achieved just by varying the angle between the connected segments. In this work, a study of the stability of this type of arch is developed, with the use of a computer model based on the finite elements method. In side of this study, the effects of height/span ratio variation, segment number variation, initial imperfections presence and the wind action are investigated. In addition, a calculus procedure of the critical load to the segmental arches is developed. This procedure takes in consideration the loads characterized by limit points as much as that by bifurcation points. Is also presented an experimental test, of a segmental arch made of reinforced concrete, that was conducted with the purpose of studying the global behavior of this type of structure, and verify the efficiency of the computer model used.
El arco segmentado es una extructura compuesta de varios segmentos rectilíneos,enmendados en puntos que pertenecen a una curva en forma de arco que circunscribe la extructura. La intercepción de los puntos de las enmiendas (nodos) con esa curva permite la reducción de los momentos flectores en esos puntos. El arco segmentado presenta algunas ventajas para la industria de premoldados como son: permite la reutilización de las formas para el moldeado de otros tipos de piezas rectilíneas como pilares y vigas; permite la construcción de arcos con cualquier relación entre la flecha y el vano, utilizando las mismas formas, tan solo variando los ángulos entre los segmentos enmendados. En este trabajo, se desarrolla un estudio teórico sobre la estabilidad de los arcos segmentados,utilizando el modelo computacional basado en el método en los elementos finitos. Dentro de este estudio se analiza la influencia de: la relación altura/vano, la variación del número de segmentos, la presencia de imperfecciones iniciales y la acción del viento en el comportamiento global de estes arcos. También se desarrolla un procedimiento para el cálculo de la carga crítica de los arcos segmentados bi y triarticulados que lleva en consideración tanto las cargas caracterizadas por puntos límites como por puntos de bifurcación. Se presentan detalles y resultados de un ensayo experimental de un arco segmentado de concreto armado, cuyo objetivo principal es verificar el comportamiento global de este tipo de extructura y la eficiencia del modelo computacional aqui utilizado.
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Ishtewi, Ahmad M. "Shear Capacity of Fiber-Reinforced Concrete Under Pure Shear." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354725447.

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Sicha, Jakub. "Statické řešení zastřešení nádrže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409778.

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TESEI, CLAUDIA. "Nonlinear analysis of masonry and concrete structures under monotonic and cyclic loading: a regularized multidirectional d+/d− damage model." Doctoral thesis, Politecnico di Torino, 2018. http://hdl.handle.net/11583/2710141.

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A rigorous structural analysis is fundamental in the safety assessment of the built heritage and in its efficient conservation and rehabilitation. In line with the necessity of refined techniques, the objective of the present thesis is to develop and validate, in a displacement-based finite element framework, a nonlinear model apt for the study of masonry and concrete structures under monotonic and cyclic loading. The proposed constitutive law adopts two independent scalar damage variables, d+ and d−, in combination with the spectral decomposition of the elastic strain tensor, to simulate the pronounced dissimilar response under tension and compression, typical of these materials. The assumption of energy-equivalence between the damaged solid and the effective (undamaged) one is considered for representing the orthotropy induced in the material by the degradation process, with the consequence that a thermodynamically consistent constitutive operator, positive definite, symmetric and strain-driven, is derived. The formulation is integrated with a multidirectional damage procedure, addressed to extend the microcrack closure-reopening (MCR) capabilities to generic cyclic conditions, especially shear cyclic conditions, making the model suitable for dealing with seismic actions. Maintaining unaltered the dependence of the constitutive law from d+ and d−, this approach activates or deactivates a tensile (compressive) damage value on the base of the current maximum (minimum) principal strain direction. In correspondence with damage activation (crack opening) or deactivation (crack closure), a smooth transition is introduced, in order to avoid abrupt changes in stiffness and enhance the numerical performance and robustness of the multidirectional procedure. Moreover, the mesh-objectivity of the numerical solutions is ensured by resorting to a nonlocal regularization technique, based on the adoption of damage variables driven by an averaged elastic strain tensor. To perform the averaging of the strain tensor, an internal length lRG is considered in the continuum. The strategy chosen to define the parameters affecting the softening behaviour consists in the modification of the local softening law on the base of the internal length, with the intent of ensuring the proper evaluation of the correct fracture energy Gf. The adequacy of the proposed constitutive model in reproducing experimental results is proven for both monotonic and cyclic loading conditions. Under monotonic loads, unreinforced concrete notched elements subjected to pure tension, pure bending and mixed-mode bending are studied. The two examples of application involving cyclic loads, a masonry and a reinforced concrete wall under in-plane cyclic shear, constitute a validation of the multidirectional damage approach, showing how the suitable representation of unilateral effects and permanent deformations is essential to model the observed structural response in terms of maximum resistance and dissipation capacity. The effectiveness of the regularized damage formulation is proven by successfully studying a masonry arch and reinforced and unreinforced concrete elements. Besides the validation of the numerical results with experimental or analytical data, each application is exploited to highlight one or more features of the formulation: the mesh-size and mesh-bias independence of the results, the effect of the choice of the variable to be averaged, the possibility to reproduce structural size effects, the influence of the internal length lRG. On this latter aspect, the almost null dependence of the regularized solutions on the internal length in terms of force-displacement curves, achieved thanks to the calibration strategy adopted to define the energy dissipation, suggests the interpretation of the internal length as a regularization parameter. On the one hand, this implies an analogy between the role played by the nonlocal internal length in a nonlocal model and the one’s of the mesh size in the crack band approach (Bažant and Oh, 1983). On the other hand, this translates in the versatility of the regularized damage model, which requires only the identification of the standard material properties (elastic constants, fracture energies and strengths). Finally, the d+/d− damage model is successfully applied to the study of a three-span masonry arch bridge subjected to a concentrated vertical load, in order to evaluate its carrying capacity and its failure mechanism. Numerical issues, usually neglected in large-scale applications, are also addressed proving the reliability of the regularized approach to provide mesh-independent results and its applicability.
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Milich, Marek. "Sportovní hala v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226641.

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The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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Pospíšil, Jaroslav. "Mateřská škola." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227470.

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The aim of diploma thesis is a design of project for realization of a building of kindergarden construction. Also there are solved suitable disposition for this purpose and design of a bearing structure with a respect to static and thermal part of documentation. Part of kindergarden is designed as day nursery. That means the building is used for care for children in age of 6 months up to 6 years. The kindergarden has three classes with overall capacity of 60 children. The day nursery part of the building has capacity of 12 kids. The building has two floors without basement, groundplan has irregular arched shape with structurally divided parts. A shape and altitude of the building is adapted to vertical alignment of a ground. The main entrances into the building are situated from two height levels of a slope. A residential rooms are situated from southeast to southwest. Part of the building is protected from north by adjacent soil. The structural system of kindergarden is timber. Structurally divided part of day nursery is a combination of hidden reinforce concrete skeleton and lime-sandstone masonry system. A ceiling structure is made of glue laminated timber system. Roofing of the building is solved as vegetational roof with a smooth connection to slope terrain by arched structure. A facade is made as breathable system of timber plates.
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Kalísová, Eva. "Most přes železniční trať a řeku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-412923.

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The diploma thesis deals with the design of a bridge in Most. It bridges the railway line and the river Bílina. Three possible variants have been proposed. One of the variants has been selected and further elaborated. The solved variant was an arc with a suspended pre-stressed bridge beam. The supporting element is a reinforced concrete backbone. The construction is built on a ring. Static analysis partly includes the effect of phased construction. The design was assessed according to EN.
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Books on the topic "Concrete arches"

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Highway Innovative Technology Evaluation Center (U.S.), ed. Evaluation of the Con-Arch reinforced concrete buried arch system. Reston, VA: American Society of Civil Engineers, 2004.

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Highway Innovative Technology Evaluation Center (U.S.) and Simpson, Gumpertz & Heger., eds. Evaluation of the con-arch reinforced concrete buried arch system. Reston, VA: American Society of Civil Engineers, 2001.

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Miller, Ann Brush. A survey of non-arched historic concrete bridges in Virginia constructed prior to 1950: Final report. Charlottesville, Va: Virginia Transportation Research Council, 1996.

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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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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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Maillart, Robert. Robert Maillart (1872-1940): Verzeichnis des Maillart-Archivs in den wissenschaftshistorischen Sammlungen der ETH-Bibliothek. Zürich: ETH-Bibliothek, 1990.

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Great Britain. Royal Fine Art Commission., ed. Design in the high street. London: Architectural Press, 1986.

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Michell, Gordon. Design in the high street. London: Architectural Press, 1986.

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Rangel, Barbara, and Esmeralda Paupério. Ponte da Arrábida: Monumento nacional. Edited by Arrabida50 (Conference) (2013 : Porto, Portugal). [Porto]: U.Porto Edições, 2016.

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1874-1954, Perret Auguste, Perret Gustave 1876-1952, Culot Maurice, Peyceré David, Ragot Gilles, and Abram Joseph 1951-, eds. Les frères Perret: L'oeuvre complète : les archives d'Auguste Perret (1874-1954) et Gustave Perret (1876-1952) architectes-entrepreneurs. Paris: Institut français d'architecture, 2000.

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Book chapters on the topic "Concrete arches"

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Yazyev, Serdar, Vladimir Andreev, and Leysan Akhtyamova. "The Stress–Strain State of Reinforced Concrete Arches with a View of Concrete Viscoelasticity." In Lecture Notes in Civil Engineering, 459–71. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79983-0_42.

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Stockinger, Peter. "A Concrete Example of a Model for Describing Audiovisual Content." In Audiovisual Archives, 39–50. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118561980.ch3.

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Izrailovich, Bronstein Vadim, Vainberg Alexander Isaakovich, Gaziev Erast Grigorievich, Landau Yuri Alexandrovich, Mgalobelov Yuri Borisovich, and Ju B. Mgalobelov. "Concrete and reinforcement." In Concrete Gravity and Arch Dams on Rock Foundation, 193–208. Boca Raton : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/b22629-6.

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Izrailovich, Bronstein Vadim, Vainberg Alexander Isaakovich, Gaziev Erast Grigorievich, Landau Yuri Alexandrovich, Mgalobelov Yuri Borisovich, and Ju B. Mgalobelov. "Analysis of concrete dams." In Concrete Gravity and Arch Dams on Rock Foundation, 209–321. Boca Raton : CRC Press, 2021.: CRC Press, 2021. http://dx.doi.org/10.1201/b22629-7.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Maintenance." In Concrete-Filled Steel Tubular Arch Bridges, 513–65. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_6.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Structural System." In Concrete-Filled Steel Tubular Arch Bridges, 101–93. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_2.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Construction." In Concrete-Filled Steel Tubular Arch Bridges, 413–511. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_5.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Introduction." In Concrete-Filled Steel Tubular Arch Bridges, 1–99. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_1.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Structural Details." In Concrete-Filled Steel Tubular Arch Bridges, 195–311. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_3.

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Chen, Baochun, Junping Liu, and Jiangang Wei. "Design and Calculation." In Concrete-Filled Steel Tubular Arch Bridges, 313–411. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3700-2_4.

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Conference papers on the topic "Concrete arches"

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Al-kuaity, Adnan. "Ultimate Strength of Parabolic Concrete Arches." In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.183.

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This investigation is aimed to present a simple analytical approach for predicting the ultimate strength of concrete arch using theory of plasticity. Six models of two-hinged parabolic concrete arches with and without steel reinforcement were tested under concentrated load. The observed behavior of cracking strength and collapse load of the arches tested were compared with those predicted by the analytical procedure proposed here. The arches tested were un-reinforced concrete, lightly reinforced concrete, and concrete with filing iron respectively. A Good agreement is found between the proposed analysis and test results. Tests have shown that the collapse of all arches was mainly due to the formation of two plastic hinges at a point of maximum bending moment which is similar to collapse mechanism adopted in this study. The use of light concentric steel reinforcement resulted into a significant increase in the ultimate load. This increase reaches up to three times of that without reinforcement. Ductility was also found to be greatly improved due to using steel reinforcement in arches. The procedure of analysis in this paper can give a simple guide for design of concrete arch.
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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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Yang, Lingqiang, Rui Gao, and Yan Wang. "Behavior of Concrete-filled Fiber Reinforced Polymer(FRP) Tubular Arches." In 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018). Paris, France: Atlantis Press, 2018. http://dx.doi.org/10.2991/iceesd-18.2018.119.

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Pi, Yong-Lin, Mark Andrew Bradford, and Weilian Qu. "Interval Long-Term Analysis of Concrete-Filled Steel Tubular Arches." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s68-cd.

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Liu, Changyong, Yuyin Wang, and Sumei Zhang. "Dynamic Buckling of Concrete-Filled Steel Tubular Arches using IDA Method." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_136.

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"Fatigue Performance of Real-Scale Precast GFRP Reinforced Lightweight Concrete Arches." In SP-360: Proceedings of the 16th International Symposium on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRPRCS-16). American Concrete Institute, 2024. http://dx.doi.org/10.14359/51740659.

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Zanini, M. A., K. Toska, G. Feltrin, S. Balbo, L. Hofer, and C. Pellegrino. "Seismic Reliability Analysis of a Gravity-designed Two-span Open-Spandrel Reinforced Concrete Arch Bridge." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0852.

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<p>This work deals with the seismic reliability analysis of an existing double-span open spandrel RC arch bridge, aiming to assess its seismic structural safety. In general, the seismic reliability analysis is a powerful tool able to combine seismic hazard and structural fragility for computing the probability of failure of a specific damage state of interest. The present work wants to apply this consolidated procedure to the specific case study of an open spandrel RC arch bridge located in Vicenza (IT), adopting as suitable engineering demand parameter the curvature ductiliy of the columns between the RC arches and the RC beams grillage.</p>
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8

Xiang Ren. "Dynamic behaviors analysis of concrete filled steel tube X-type arches bridge." In 2011 Second International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2011. http://dx.doi.org/10.1109/mace.2011.5988740.

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9

Pi, Yong-Lin, and Mark Andrew Bradford. "Linear And Nonlinear Long-Term Analyses Of Concrete-Filled Steel Tubular Arches." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-67-176.

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Oshiro, Takeshi, Makoto Nakamura, Michiaki Sakate, and Tadahiro Yoshida. "Planning and Design of a Two-story Arch Bridge with Solid-spandrel Upper Arches Built with CFRP Reinforced Concrete." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s2-9.

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Reports on the topic "Concrete arches"

1

Watts, Benjamin, and Danielle Kennedy. Additive regulated concrete for thermally extreme conditions. Engineer Research and Development Center (U.S.), May 2024. http://dx.doi.org/10.21079/11681/48510.

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This study details a multiprong effort to validate the Cold Regions Research and Engineering Laboratory’s solution for concrete construction and repair in cold weather, Additive Regulated Concrete for Thermally Extreme Conditions (ARCTEC). ARCTEC is the product of several years of research and consists of a testing and simulation workflow which generates scenario-sensitive guidance for use of accelerating admixtures in concrete. This report details efforts to validate ARCTEC using real-world, full-scale, field demonstrations. These demonstrations were used to collect data on the behavior of concrete obtained through conventional supply chains, to assess the accuracy of the simulation component of the workflow, and test efficacy of ARCTEC guidance in achieving frost protection. Results indicate that ARCTEC is at a high level of maturity, and provides additive dosage guidance that ensures frost protection and strength development in concrete placed where overnight lows fall as low as 0°F. The effort and cost required to implement ARCTEC as a cold weather protection strategy is minimal, and significantly less burdensome than conventional methods. Any cold region installation with a winter construction or repair needs and access to conventional concrete supply chains could field ARCTEC, and reduce the cost and schedule constraints associated with winter construction.
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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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Lokke, Arnkjell, and Anil Chopra. Direct-Finite-Element Method for Nonlinear Earthquake Analysis of Concrete Dams Including Dam–Water–Foundation Rock Interaction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, March 2019. http://dx.doi.org/10.55461/crjy2161.

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Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or three-dimensional dam–water–foundation rock systems that include all the factors known to be significant in the earthquake response of dams. Such analyses are greatly complicated by interaction between the structure, the impounded reservoir and the deformable foundation rock that supports it, and the fact that the fluid and foundation domains extend to large distances. Presented in this report is the development of a direct finite-element (FE) method for nonlinear earthquake analysis of two- and three-dimensional dam–water–foundation rock systems. The analysis procedure applies standard viscous-damper absorbing boundaries to model the semi-unbounded fluid and foundation domains, and specifies at these boundaries effective earthquake forces determined from a ground motion defined at a control point on the ground surface. This report is organized in three parts, with a common notation list, references, and appendices at the end of the report. Part I develops the direct FE method for 2D dam–water–foundation rock systems. The underlying analytical framework of treating dam–water–foundation rock interaction as a scattering problem, wherein the dam perturbs an assumed "free-field" state of the system, is presented, and by applying these concepts to a bounded FE model with viscous-damper boundaries to truncate the semi-unbounded domains, the analysis procedure is derived. Step-by-step procedures for computing effective earthquake forces from analysis of two 1D free-field systems are presented, and the procedure is validated by computing frequency response functions and transient response of an idealized dam–water–foundation rock system and comparing against independent benchmark results. This direct FE method is generalized to 3D systems in Part II of this report. While the fundamental concepts of treating interaction as a scattering problem are similar for 2D and 3D systems, the derivation and implementation of the method for 3D systems is much more involved. Effective earthquake forces must now be computed by analyzing a set of 1D and 2D systems derived from the boundaries of the free-field systems, which requires extensive book-keeping and data transfer for large 3D models. To reduce these requirements and facilitate implementation of the direct FE method for 3D systems, convenient simplifications of the procedure are proposed and their effectiveness demonstrated. Part III of the report proposes to use the direct FE method for conducting the large number of nonlinear response history analyses (RHAs) required for performance-based earthquake engineering (PBEE) of concrete dams, and discusses practical modeling considerations for two of the most influential aspects of these analyses: nonlinear mechanisms and energy dissipation (damping). The findings have broad implications for modeling of energy dissipation and calibration of damping values for concrete dam analyses. At the end of Part III, the direct FE method is implemented with a commercial FE program and used to compute the nonlinear response of an actual arch dam. These nonlinear results, although limited in their scope, demonstrate the capabilities and effectiveness of the direct FE method to compute the types of nonlinear engineering response quantities required for PBEE of concrete dams.
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Agudelo Urrego, Luz María, Chatuphat Savigamin, Devansh Gandhi, Ghadir Haikal, and Antonio Bobet. Assessment of Pipe Fill Heights. Purdue University Press, 2023. http://dx.doi.org/10.5703/1288284317612.

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The design of buried pipes, in terms of the allowable minimum and maximum cover heights, requires the use of both geotechnical and structural design procedures. The geotechnical procedure focuses on estimating the load on the pipe and the compressibility of the foundation soil. The focus of the structural design is choosing the correct cross-section details of the pipe under consideration. The uncertainties of the input parameters and installation procedures are significant. Because of that, the Load Resistance Factor Design (LRFD) method is considered to be suitable for the design of buried pipes. Furthermore, the interaction between the pipe structure and surrounding soil is better captured by implementing soil-structure interaction in a finite element numerical solution technique. The minimum cover height is highly dependent on the anticipated traffic load, whereas the maximum cover height is controlled by the section properties of the pipe and the installation type. The project focuses on the determination of the maximum cover heights for lock-seam CSP, HDPE, PVC, polypropylene, spiral bound steel, aluminum alloy, steel pipe lock seam and riveted, steel pipe and aluminum arch lock seam and riveted, non-reinforced concrete, ribbed and smooth wall polyethylene, smooth wall PVC, vitrified clay, structural plate steel or aluminum alloy pipe, and structural plate pipe arch steel, or aluminum alloy pipes. The calculations are done with the software CANDE, a 2D plane strain FEM code that is well-accepted for designing and analyzing buried pipes, that employs the LRFD method. Plane strain and beam elements are used for the soil and pipe, respectively, while interface elements are placed at the contact between the pipe and the surrounding soil. The Duncan-Selig model is employed for the soil, while the pipe is assumed to be elastic. Results of the numerical simulations for the maximum fill for each type and size of pipe are included in the form of tables and figures.
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