Relevant bibliographies by topics / Concrete box

Contents

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

Academic literature on the topic 'Concrete box'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Concrete box"

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Partners Architects, BCHO. "Casa Concrete Box." EN BLANCO. Revista de Arquitectura 11, no. 27 (October 30, 2019): 12. http://dx.doi.org/10.4995/eb.2019.12609.

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<span>Esta casa busca ofrecer un retiro de la agitada vida de Seúl. Asentada en una colina tranquila y con vistas a los serenos campos de arroz de <em>Yangpyeoung</em>, <em>Concrete Box House</em> es un edificio que pretende ser primitivo y acotado; protegido y másico por fuera, con aberturas mínimas, y suave y acogedor por dentro.</span>
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Shushkewich, Kenneth W. "Strengthening Concrete Box Girder Bridges." Journal of Structural Engineering 116, no. 6 (June 1990): 1734–42. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:6(1734).

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Nakano, S., and H. Kabeya. "Light Concrete Box-Unit System." Batiment International, Building Research and Practice 13, no. 1 (January 1985): 42–46. http://dx.doi.org/10.1080/09613218508551241.

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Yao, Guo Wen, Liang Zhou, Zhi Xiang Zhou, and Shi Ya Li. "Study on Pressure-Bending Stress Transfer in the Joint of the Steel-Concrete Composite Arch Bridge." Advanced Materials Research 250-253 (May 2011): 2053–56. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2053.

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Effective combination and carry-loading together between steel and concrete play important roles for the steel-concrete composite structure. The steel-concrete composite joint decides the constructing safety and life-cycle performance as the key member for the steel-concrete composite arch bridge. The stress distribution in the steel-concrete composite joint was studied by model test under pressure-bending load. And the stress transfer was probed in the steel box, composite joint and reinforced concrete box. The result shows that the steel and reinforced concrete boxes are under elastic compression in the steel-concrete composite joint. The bearing plate can effectively reduce the stress in concrete and steel boxes. This plate and stiffener can smoothly transfer and scatter the stress from steel box to concrete box. The failure mode is concrete cracking near the interface between steel box and concrete box under large eccentric compression.
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Long, Yue Ling, and Jian Cai. "Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression." Advanced Materials Research 255-260 (May 2011): 2584–87. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.2584.

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Ductility of concrete-filled steel box columns with binding bars and those without binding bars were discussed based on the experimental study. Two current methods were used to assess the ductility of concrete-filled steel box columns with binding bars and those without binding bars. Results show that binding bars can increase ductility of concrete-filled steel box columns. Ductility of concrete-filled steel box columns with binding bars at closer spacing is considerably better than that of concrete-filled steel box columns without binding bars.
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Song, Chaojie, Gang Zhang, Wei Hou, and Shuanhai He. "Performance of prestressed concrete box bridge girders under hydrocarbon fire exposure." Advances in Structural Engineering 23, no. 8 (January 3, 2020): 1521–33. http://dx.doi.org/10.1177/1369433219898102.

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This article presents an approach for investigating performance of prestressed concrete box bridge girders under hydrocarbon fire exposure. A three-dimensional nonlinear finite element model, developed in computer program ANSYS, is utilized to analyze the response of prestressed concrete box bridge girders under combined effects of fire exposure duration and simultaneous structural loading. The model validation is performed using a scaled prestressed concrete box girder exposed to ISO834 fire in furnace. Subsequently, the validated model is used to investigate fire performance of prestressed concrete box bridge girders through taking into consideration some variables, namely concrete cover thickness to prestressing strands, prestress degree, load level, fire exposure length, and position. Through a case study, results from numerical analysis show that concrete cover thickness to prestressing strands and load level has significant effect on fire resistance of prestressed concrete box bridge girders. Increasing prestress degree in prestressing strands can speed up the progression of deflection (sudden collapse) in prestressed concrete box bridge girder toward the final fire exposure stage. Reducing fire exposure length or preventing fire exposure on mid-span zone can highly enhance the fire resistance of simply supported prestressed concrete box bridge girders. Failure of prestressed concrete box bridge girder, under hydrocarbon fire exposure conditions, is governed by rate of deflection failure criterion in particular cases.
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Sun, Wei Gang, Lai Jun Liu, Qun Hu Wu, and Jian Ping Feng. "Experimental Research on Hydration Heat Temperature of Concrete Box Girder in Low-Temperature Environment." Applied Mechanics and Materials 470 (December 2013): 1045–50. http://dx.doi.org/10.4028/www.scientific.net/amm.470.1045.

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The temperature stress is one of the main reasons for early age cracking of concrete under low temperatures,it has the actual value of reference for the design and construction of concrete structures to study the regularities of hydration heat temperature of concrete box girder in low-temperature environment. Therefore, through the test of concrete box girder hydration heat temperature, this paper analyses the temp-time curves of temperature of the concrete box-bridge cross section. The results can be used for concrete temperature control and/or cracking control of box girder in similar environmental area.
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Li, Pan Wu, and Zhen Xing Xue. "Prefabricated Box Girder Crack's Reason Analysis and Preventative Measures." Advanced Materials Research 255-260 (May 2011): 3543–47. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3543.

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With its good spanning capacity and whole structural stress performance, the prestressed concrete box girder is widely used in modern large-span bridge structures. But, if the construction of box girder prefabricated control is inappropriate, cracks will appear easily, thereby the structure stability and durability will be greatly influenced. Through analysis of concrete box girder constituent materials, pouring temperature, construction process, and according to correlative concrete anti-cracking theories and analysis, there comes the prestressed concrete box girder crack preventative measures and repairing technic.
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Ma, Zhongguo (John), Maher K. Tadros, and Chuanbing Sun. "Prestressed Concrete Box Girders Made from Precast Concrete Unsymmetrical Sections." PCI Journal 49, no. 1 (January 1, 2004): 80–90. http://dx.doi.org/10.15554/pcij.01012004.80.90.

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Wu, Ming-Chang, Chien-Chung Chen, and Cheng-Cheng Chen. "Size effect on axial behavior of concrete-filled box columns." Advances in Structural Engineering 21, no. 13 (March 30, 2018): 2068–78. http://dx.doi.org/10.1177/1369433218766366.

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The use of concrete-filled box columns could provide an economical alternative to building and bridge construction. Past experimental results showed that current building codes provided an adequate accuracy in determining axial capacity of such composite members. However, the sizes of the previously studied test specimens were mostly smaller than those for practical applications. As the column size increases, the size effect may become significant. Therefore, the applicability of extrapolating those test results to larger concrete-filled box columns needs to be justified. This study was devoted to investigating the potential size effect on axial behavior of concrete-filled box columns. Six short square concrete-filled box columns, with cross-sectional dimensions ranging from 300 to 750 mm, were tested under axial loading. Comparisons between experimental and analytical results were presented. It was observed that the size effect was prominent for the concrete-filled box columns studied herein. The results of this study showed that current design codes overestimated the axial capacity of the test columns with a dimension of 750 mm. In addition, finite element simulations of the axially loaded specimens were conducted to investigate the stress–strain behaviors of the concrete enclosed in different sizes of steel box columns. Results from the finite element analysis suggested that the larger steel box columns were less effective in enhancing the compressive strength of the enclosed concrete than smaller steel box columns.
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Dissertations / Theses on the topic "Concrete box"

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Hill, Adam Samuel. "Increased roughness in reinforced concrete box culverts." Online access for everyone, 2006. http://www.dissertations.wsu.edu/Thesis/Summer2006/a%5Fhill%5F061606.pdf.

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Clark, John H. "Evaluation of thermal stresses in a concrete box girder bridge /." Thesis, Connect to this title online; UW restricted, 1989. http://hdl.handle.net/1773/10101.

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Wong, Samuel Sun-Wing. "Collapse behaviour of micro-concrete box girders bridges." Thesis, City University London, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.264246.

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Ibrahim, Ahmed M. M. "Three-dimensional thermal analysis of curved concrete box-girder bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1995. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ43535.pdf.

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Dupuis, Kenneth J. "Nondestructive testing of concrete box girder bridges using thermal imaging." Online access for everyone, 2008. http://www.dissertations.wsu.edu/Thesis/Spring2008/K_Dupuis_040908.pdf.

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Avila, J. I. S. L. "Curved concrete bridge of segmental box construction with inclined webs." Thesis, University of Leeds, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382849.

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Maguire, Marcus J. "Transverse and Longitudinal Bending of Segmental Concrete Box Girder Bridges." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/23670.

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Post-tensioned segmental concrete box girders have been in use in the United States since the early 1970s. This unique bridge system uses post-tensioning to connect many smaller concrete bridge segments into very efficient long span bridges. However, because of the slender components, localized transverse bending becomes more critical when compared to more conventional bridge types. Bridge owners are finding that ratings for standard loads and permit trucks are often controlled by the transverse behavior of the girders near concentrated wheel loads. The popular analysis methods used today range from two dimensional frame models to three dimensional finite element models of the entire bridge. Currently, engineers must make sound engineering judgments on limited available information, while balancing safety and economy.

To quantify and understand longitudinal and transverse behavior, the results from three live load tests of single cell segmental concrete box girder bridges are presented. Each bridge was instrumented with longitudinal and transverse strain sensors on at least two cross sections as well as rotation and deflection sensors, when possible. Two dimensional transverse frame models and three dimensional shell models were compared to the test results for each subject bridge. The two dimensional frame analyses using the common bottom web pin and roller boundary conditions provide mean absolute percent error in excess of 250%. Conversely, the newly introduced boundary conditions using pin supports at the top and bottom of each web was shown to reduce mean absolute percent error to 82%, which is on the same order of magnitude as longitudinal beamline analysis.

The three dimensional shell models were insensitive to several changes including mesh fineness, number of spans modeled, and support conditions. Using uniform surface loading, the transverse modeling procedure was shown to provide significantly more accurate results than the common two dimensional frame models. A faster and more convenient analysis method using a program generated, structure specific, influence surface was also outlined. This method produced similar results when compared to the uniform surface loading method, while allowing additional automation for easier load application.

Ph. D.
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Camino, Trujillo Santiago J. "Analytical Evaluation of Damaged Prestressed Concrete Box Beams Bridge Girders." Ohio University / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1282326000.

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SCHWARTZ, CHRIS J. "STRUCTURAL INVESTIGATION OF A FIBER REINFORCED PRECAST CONCRETE BOX CULVERT." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1121016977.

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Semendary, Ali A. "Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints." Ohio University / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314.

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Books on the topic "Concrete box"

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Meyer, John J., and Josh Beakley, eds. Concrete Pipe and Box Culverts. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp1601-eb.

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Yee, Richard A. Shear behaviour of concrete box culverts. Ottawa: National Library of Canada, 2003.

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Russell, H. G. Adjacent precast concrete box beam bridges: Connection details. Washington, D.C: Transportation Research Board, 2009.

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Gamble, W. L. Static response of three precast pretensioned concrete railroad bridges. Chicago, Ill: AAR Technical Center, 1995.

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Keith, Thompson. Indications about thermal gradient magnitudes from field studies of concrete box girder bridges. Austin, Tex: Center for Transportation Research, Bureau of Engineering Research, the University of Texas at Austin, 1998.

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Valentine, Nutt Redfield and. Development of design specifications and commentary for horizontally curved concrete box-girder bridges. Washington, D.C: Transportation Research Board, 2008.

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Gardner, Mark P. The behavior of reinforced concrete box culverts under symmetrical and unsymmetrical live loads. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1986.

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Kuzmanovic, Sasha. An investigation of the shear design of a reinforced concrete box structure. Ottawa: National Library of Canada, 1998.

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Kramer, George. Slab, beam & girder bridges in Oregon: Historic context statement. Eugene, Or: Heritage Research Associates, 2004.

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Kramer, George. Slab, beam & girder bridges in Oregon: Historic context statement. Eugene, Or: Heritage Research Associates, 2004.

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Book chapters on the topic "Concrete box"

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Blaauwendraad, Johan. "Opening in Box Web." In Stringer-Panel Models in Structural Concrete, 39–41. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76678-2_5.

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Haeder, Corey L. "Structural Design of ASTM C361 Low Head Pressure Pipe Joints." In Concrete Pipe and Box Culverts, 89–117. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160109.

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Beakley, Josh. "The Evolution of the Application of Highway Live Loads to Buried Concrete Pipe." In Concrete Pipe and Box Culverts, 28–41. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160114.

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Coombs, Shawn R., and John Kurdziel. "Calculation Variations Between the Indirect and Direct Design Methods." In Concrete Pipe and Box Culverts, 135–47. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160116.

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Carleton, Eric, Steve Hiner, and John Kurdziel. "The History and Application of the Three-Edge Bearing Test for Concrete Pipe." In Concrete Pipe and Box Culverts, 18–27. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160118.

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Gooranorimi, Omid, John Myers, and Antonio Nanni. "GFRP Reinforcements in Box Culvert Bridge: A Case Study After Two Decades of Service." In Concrete Pipe and Box Culverts, 75–88. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160119.

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Haeder, Corey L. "History of Reinforced Concrete Low-Head Pressure Pipe Design." In Concrete Pipe and Box Culverts, 50–58. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160121.

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Sharma, Pardeep. "Evolution of Precast Box Culvert Joint and Sealing." In Concrete Pipe and Box Culverts, 118–34. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160122.

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Hand, George, David Schnerch, and Kimberly L. Spahn. "Lap Weld Strength of Reinforced Concrete Pipe Cages." In Concrete Pipe and Box Culverts, 1–17. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160123.

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Wilson, Ashley, Ali Abolmaali, Yeonho Park, and Emmanuel Attiogbe. "Research and Concepts Behind the ASTM C1818 Specification for Synthetic Fiber Concrete Pipes." In Concrete Pipe and Box Culverts, 42–49. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2017. http://dx.doi.org/10.1520/stp160120160125.

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Conference papers on the topic "Concrete box"

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Hill, Adam S., Rollin H. Hotchkiss, Kayla M. Culmer, and Michael A. Miraglio, III. "Increased Roughness in Reinforced Concrete Box Culverts." In World Environmental and Water Resources Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40856(200)181.

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Awwad, E., M. Mabsout, S. Sadek, and K. Tarhini. "Finite Element Analysis of Concrete Box Culverts." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)136.

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Lai, Chee K., and Stephen Hubbard. "Prestressed Concrete Box Beams with Curved Soffits." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)184.

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Kadlec, L., and V. Křístek. "Prestress Loss and Uncertainty in Concrete Box Girder Creep." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.083.

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Xiao, Keli, Yanjun Jin, Lin Li, Wei He, and Duan Xinlong. "Prefabricated Box Girder with Ultra High Performance Concrete." 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.2018.0744.

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<p>In order to solve traffic difficulty brought by the bridge construction in the city, and difficult transportation of beams, this paper puts forward the prefabricated-box-girder bicycle viaduct with ultra - high performance concrete (UHPC) through which will achieve light and thin beams, easy transportation and rapid construction. Based on the bicycle viaduct with 5.5m in width, this paper not only designs a prefabricated ribbed thin-walled box girder with 30m in span, including the detailed design of prefabricated segment stiffeners, shear connectors and external prestressing but also compares the UHPC box girder with ordinary concrete box girder and steel box girder. The research shows that with the application of UHPC in prefabricated viaduct in city, the ratio of height to span of beams and the slab thickness decrease to 1/30 and 10cm respectively, the dead weight is 50% lower than that of the ordinary concrete beams and the 3m long lifting weight is only 10 tons. Light and thin beams are suitable for transportation in city because of their low requirements for transportation and hoisting equipment. UHPC beams have no steel bars and own the advantages of dense texture, good durability, low maintenance costs, reflecting the concept of low carbon environmental protection and green bridge.</p>
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Hudson, Martin B., Craig A. Davis, Marshall Lew, and Alek Harounian. "Seismic Resilience Design for a Concrete Box Reservoir." In Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413234.018.

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Vergoossen, Rob, Peter Hagenaars, Eelco de Winter, and Martijn de Boer. "Folded plate action for concrete box girder bridges." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2058.

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Baron, Edward A. "Assessment and identification of concrete box-girder bridges." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0218.

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<p>This work consists in identify and assess the properties related to material, geometry and physic sources, in a pre-stressed concrete bridge through a surrogate model. The use of this mathematical model allows to generate a relationship between bridge properties and its dynamic response, with the purpose to develop a tool to predict the analytical values of the studied properties from measured eigenfrequencies. Therefore, it is introduced the identification of damage scenarios, giving the application for validate the generated metamodel (Artificial Neural Network). A FE model is developed to simulate the studied structure, a Colombian bridge called "El Tablazo", one of the higher in the country of this type (box-girder bridge). Once the damage scenarios are defined, this work allows to indicate the basis for futures plans of structural health monitoring.</p>
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Chijiwa, N., X. Zhu, H. Ohno, S. Tanabe, K. Nakarai, and K. Maekawa. "Delayed Shear Crack Formation of Shallow RC Box Culverts in Service." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.184.

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Long Pei-heng, Zhang Mao-hua, and Chen Wei-zhen. "Analysis of temperature stress for concrete box girders cracking." In 2010 International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2010. http://dx.doi.org/10.1109/mace.2010.5535974.

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Reports on the topic "Concrete box"

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JOHNSON, P. G. Payload Specific Evaluation for Concrete Lined Drums in the Standard Waste Box. Office of Scientific and Technical Information (OSTI), July 2002. http://dx.doi.org/10.2172/807984.

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Frosch, Robert J., Christopher S. Williams, Ryan T. Molley, and Ryan T. Whelchel. Concrete Box Beam Risk Assessment and Mitigation: Volume 1—Evolution and Performance. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317117.

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Frosch, Robert J., Christopher S. Williams, Ryan T. Molley, and Ryan T. Whelchel. Concrete Box Beam Risk Assessment and Mitigation: Volume 2—Evaluation and Structural Behavior. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317118.

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Chou, Chung-Che, and Sung-Cheng Wu. TEST AND FINITE ELEMENT ANALYSIS OF HIGH-STRENGTH CONCRETE FILLED STEEL BOX COLUMNS UNDER COMBINED HIGH-AXIAL LOAD AND CYCLIC-LATERAL LOAD. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.158.

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Pevey, Jon M., William B. Rich, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 1–Review of Current FRP Repair Systems and Application Methodologies. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317309.

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For bridges that are experiencing deterioration, action is needed to ensure the structural performance is adequate for the demands imposed. Innovate repair and strengthening techniques can provide a cost-effective means to extend the service lives of bridges efficiently and safely. The use of fiber reinforced polymer (FRP) systems for the repair and strengthening of concrete bridges is increasing in popularity. Recognizing the potential benefits of the widespread use of FRP, a research project was initiated to determine the most appropriate applications of FRP in Indiana and provide recommendations for the use of FRP in the state for the repair and strengthening of bridges. The details of the research are presented in two volumes. Volume 1 provides the details of a study conducted to (1) summarize the state-of-the-art methods for the application of FRP to concrete bridges, (2) identify successful examples of FRP implementation for concrete bridges in the literature and examine past applications of FRP in Indiana through case studies, and (3) better understand FRP usage and installation procedures in the Midwest and Indiana through industry surveys. Volume 2 presents two experimental programs that were conducted to develop and evaluate various repair and strengthening methodologies used to restore the performance of deteriorated concrete bridge beams. The first program investigated FRP flexural strengthening methods, with a focus on adjacent box beam bridges. The second experimental program examined potential techniques for repairing deteriorated end regions of prestressed concrete bridge girders. Externally bonded FRP and near-surface-mounted (NSM) FRP were considered in both programs.
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Rich, William B., Robert R. Jacobs, Christopher S. Williams, and Robert J. Frosch. Repair and Strengthening of Bridges in Indiana Using Fiber Reinforced Polymer Systems: Volume 2–FRP Flexural Strengthening and End Region Repair Experimental Programs. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317310.

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For bridges that are experiencing deterioration, action is needed to ensure the structural performance is adequate for the demands imposed. Innovate repair and strengthening techniques can provide a cost-effective means to efficiently and safely extend the service lives of bridges. The use of fiber reinforced polymer (FRP) systems for the repair and strengthening of concrete bridges is increasing in popularity. Recognizing the potential benefits of the widespread use of FRP, a research project was initiated to determine the most appropriate applications of FRP in Indiana and provide recommendations for the use of FRP in the state for the repair and strengthening of bridges. The details of the research are presented in two volumes. Volume 1 provides the details of a study conducted to (i) summarize the state-of-the-art for the application of FRP to concrete bridges, (ii) identify successful examples of FRP implementation for concrete bridges in the literature and examine past applications of FRP in Indiana through case studies, and (iii) better understand FRP usage and installation procedures in the Midwest and Indiana through industry surveys. Volume 2 presents two experimental programs that were conducted to develop and evaluate various repair and strengthening methodologies used to restore the performance of deteriorated concrete bridge beams. The first program investigated FRP flexural strengthening methods, with focus placed on adjacent box beam bridges. The second experimental program examined potential techniques for repairing deteriorated end regions of prestressed concrete bridge girders. Externally bonded FRP and near-surface-mounted (NSM) FRP were considered in both programs.
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