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Статті в журналах з теми "Concrete bridges – Design and construction – Mathematical models"
Belostotsky, Alexander M., Pavel A. Akimov, Andrey A. Aul, Dmitry S. Dmitriev, Yulia N. Dyadchenko, Alexander I. Nagibovich, Konstantin I. Ostrovsky, and Andrey S. Pavlov. "Analysis of Mechanical Safety of Stadiums for the World Cup 2018." Scientific journal “ACADEMIA. ARCHITECTURE AND CONSTRUCTION”, no. 3 (September 27, 2018): 118–29. http://dx.doi.org/10.22337/2077-9038-2018-3-118-129.
Повний текст джерелаAniskin, Nikolai A., and Alexey M. Shaytanov. "A full-scale study on the thermal emissivity of concrete and application of its findings to verify ANSYS software package." Vestnik MGSU, no. 6 (June 2022): 727–37. http://dx.doi.org/10.22227/1997-0935.2022.6.727-737.
Повний текст джерелаHamidavi, Tofigh, Sepehr Abrishami, Pasquale Ponterosso, David Begg, and Nikos Nanos. "OSD." Construction Innovation 20, no. 2 (March 14, 2020): 149–69. http://dx.doi.org/10.1108/ci-11-2019-0126.
Повний текст джерелаNavarro, Miguel Gómez, and Jean-Paul Lebet. "Concrete Cracking in Composite Bridges: Tests, Models and Design Proposals." Structural Engineering International 11, no. 3 (August 2001): 184–90. http://dx.doi.org/10.2749/101686601780346922.
Повний текст джерелаKovačević, Miljan, Nenad Ivanišević, Dragan Stević, Ljiljana Milić Marković, Borko Bulajić, Ljubo Marković, and Nikola Gvozdović. "Decision-Support System for Estimating Resource Consumption in Bridge Construction Based on Machine Learning." Axioms 12, no. 1 (December 24, 2022): 19. http://dx.doi.org/10.3390/axioms12010019.
Повний текст джерелаZeng, Qing Xiang, and Da Jian Han. "Selection of Concrete Creep Analytical Models for Modern Prestressed Bridges." Applied Mechanics and Materials 90-93 (September 2011): 1023–26. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1023.
Повний текст джерелаHuang, Dongzhou, and Mohsen Shahawy. "Analysis of Tensile Stresses in Transfer Zone of Prestressed Concrete U-Beams." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (January 2005): 134–41. http://dx.doi.org/10.1177/0361198105192800115.
Повний текст джерелаEllobody, Ehab. "Finite element modelling and design of composite bridges with profiled steel sheeting." Advances in Structural Engineering 20, no. 9 (December 1, 2016): 1406–30. http://dx.doi.org/10.1177/1369433216678865.
Повний текст джерелаKubota, Satoshi, and Ichizou Mikami. "Development of Product Data Model for Maintenance in Concrete Highway Bridges." Applied Computational Intelligence and Soft Computing 2013 (2013): 1–12. http://dx.doi.org/10.1155/2013/148785.
Повний текст джерелаMarian, Stănescu Răzvan. "Steel and Concrete Elasto-Plastic Models at Bridges with Steel Beams Embedded in Concrete." Romanian Journal of Transport Infrastructure 7, no. 1 (July 1, 2018): 64–76. http://dx.doi.org/10.2478/rjti-2018-0004.
Повний текст джерелаДисертації з теми "Concrete bridges – Design and construction – Mathematical models"
Hon, Alan 1976. "Compressive membrane action in reinforced concrete beam-and-slab bridge decks." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5629.
Повний текст джерелаChen, Jou-Jun Robert. "Load and resistance factor design of shallow foundations for bridges." Thesis, Virginia Tech, 1989. http://hdl.handle.net/10919/44627.
Повний текст джерелаLoad Factor Design (LFD), adopted by AASHTO in the mid-1970, is currently used for bridge superstructure design. However, the AASHTO specifications do not have any LFD provisions for foundations. In this study, a LFD format for the design of shallow foundations for bridges is developed.
Design equations for reliability analysis are formulated. Uncertainties in design parameters for ultimate and serviceability limit states are evaluated. A random field model is employed to investigate the combined inherent spatial variability and systematic error for serviceability limit state. Advanced first order second moment method is then used to compute reliability indices inherent in the current AASHTO specifications. Reliability indices for ultimate and serviceability limit states with different safety factors and dead to live load ratios are investigated. Reliability indices for ultimate limit state are found to be in the range of 2.3 to 3.4, for safety factors between 2 and 3. This is shown to be in good agreement with Meyerhof's conclusion (1970). Reliability indices for serviceability limit state are found to be in the range of 0.43 to 1.40, for ratios of allowable to actual settlement between 1.0 to 2.0. This appears to be in good agreement with what may be expected. Performance factors are then determined using target reliability indices selected on the basis of existing risk levels.
Master of Science
Lam, Wai-yin, and 林慧賢. "Plate-reinforced composite coupling beams: experimental and numerical studies." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37311797.
Повний текст джерелаKo, Chun-Hung. "Systems reliability analysis of bridge superstructures." Thesis, Queensland University of Technology, 1995.
Знайти повний текст джерелаSenthilvasan, Jeevanandam. "Dynamic response of curved box girder bridges." Thesis, Queensland University of Technology, 1997.
Знайти повний текст джерелаSwatzel, James Paul. "A partial differential equation to model the Tacoma Narrows Bridge failure." CSUSB ScholarWorks, 2004. https://scholarworks.lib.csusb.edu/etd-project/2631.
Повний текст джерелаSeracino, R. (Rudolf). "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino." 1999. http://hdl.handle.net/2440/19519.
Повний текст джерелаxix, 156 leaves : ill. ; 30 cm.
Title page, contents and abstract only. The complete thesis in print form is available from the University Library.
Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.
Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999
Seracino, R. (Rudolf). "Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino." Thesis, 1999. http://hdl.handle.net/2440/19519.
Повний текст джерелаxix, 156 leaves : ill. ; 30 cm.
Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams.
Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 1999
Mursi, Mohanad Civil & Environmental Engineering Faculty of Engineering UNSW. "The behaviour and design of thin walled concrete filled steel box columns." 2007. http://handle.unsw.edu.au/1959.4/40494.
Повний текст джерелаLee, Seung Ha. "Application of the perfectly matched layers for seismic soil-structure interaction analysis in the time domain." Thesis, 2006. http://hdl.handle.net/10125/20488.
Повний текст джерелаКниги з теми "Concrete bridges – Design and construction – Mathematical models"
Sergienko, V. N. Postroenie optimalʹnoĭ serii mostovykh konstrukt︠s︡iĭ. I︠A︡roslavlʹ: [publisher not identified], 2012.
Знайти повний текст джерелаWeseli, Jerzy. Teoretyczne podstawy opisu i analizy uogólnionego modelu układu most-środowisko. Gliwice: Dział Wydawnictw Politechniki Śląskiej, 1987.
Знайти повний текст джерелаCopp, Howard D. Scour at bridge piers: Final report, Research Project GC8287, Task 4, Scour at Bridge Piers. [Olympia, Wash.?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1988.
Знайти повний текст джерелаBień, Jan. Modelowanie obiektów mostowych w procesie ich eksploatacji. Wrocław: Oficyna Wydawnicza Politechniki Wrocławskiej, 2002.
Знайти повний текст джерелаGrasty, R. L. The design, construction, and application of concrete models for calibrating borehole gamma-ray spectrometers. Ottawa, Canada: Geological Survey of Canada, 1993.
Знайти повний текст джерелаPettinga, J. Didier. Dynamic behaviour of reinforced concrete frames designed with direct displacement- based design. Pavia: Rose school, 2005.
Знайти повний текст джерелаUSSD Committee on Earthquakes. Numerical models for seismic evaluation of concrete dams: Review, evaluation and interpretation of results. Denver, CO: U.S. Society on Dams, 2008.
Знайти повний текст джерелаCopp, Howard D. Localized scour at bridge piers on graded particle streambeds: Final report for Research Project GC-8720, Task 1, "Bridge Pier--Riverbed Scour". [Olympia, Wash.?]: Washington State Dept. of Transportation, Washington State Transportation Commission, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.
Знайти повний текст джерелаCopp, Howard D. Riverbed scour at bridge piers: Final report, research project Y-3400, Task 4. [Olympia, WA: Washington State Dept. of Transportation, 1987.
Знайти повний текст джерелаCalzona, R. La ricerca non ha fine: Il ponte sullo Stretto di Messina : la storia ideale del collegamento stabile tra l'Italia peninsulare e la Sicilia = The Messina Strait bridge : the history of the fixed link between mainland Italy and Sicily. Roma: DEI, 2008.
Знайти повний текст джерелаЧастини книг з теми "Concrete bridges – Design and construction – Mathematical models"
Fragkakis, Nikolaos, Sergios Lambropoulos, and John-Paris Pantouvakis. "A Computer-Aided Conceptual Cost Estimating System for Pre-Stressed Concrete Road Bridges." In Civil and Environmental Engineering, 563–75. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch024.
Повний текст джерелаТези доповідей конференцій з теми "Concrete bridges – Design and construction – Mathematical models"
Wang, Zhongjie, Shaoqiang Zhang, Yangxun Ou, Gaojie Zhong, Ao Wang, Zongkai Zhang, and Limin Sun. "Study on temperature field effects on RC high-pier bridge." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0376.
Повний текст джерелаWang, Zhongjie, Shaoqiang Zhang, Yangxun Ou, Gaojie Zhong, Ao Wang, Zongkai Zhang, and Limin Sun. "Study on temperature field effects on RC high-pier bridge." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0376.
Повний текст джерелаGagné, Martin, Bernardo Duran, and Martin van Leeuwen. "Economical Steel Bridges." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0136.
Повний текст джерелаNessa, Kristin, Trond E. Eggen, and Svein Erik Jakobsen. "Parametrization and BrIM in large infrastructure projects – project study from RV3/25 Norway." 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.2019.1866.
Повний текст джерелаRincon, Luis F., Álvaro Viviescas, Gustavo Chio, Edison Osorio, and Carlos Riveros. "Comparative analysis for monitoring long-term behavior of box girder bridges in Colombia." 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.2019.2114.
Повний текст джерелаFang, Yao-Min, and Jun-Ping Pu. "Field Tests and Simulation of Lion-Head River Bridge." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71283.
Повний текст джерелаAlsomiri, Mujahed, and Zhao Liu. "Investigation on the Flexural Behavior of Reinforced UHPC T-Beams with Different Tensile Strain-Hardening Properties of Base Materials." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0240.
Повний текст джерелаTortoriello, Miguel A., Luis J. Lima, Ana C. Cobas, and Renso A. Cichero. "Timber bodies strength of materials: Fundamental principles, test specimens proposal." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1112.
Повний текст джерелаDanisˇka, Vladimir, Jozef Pri´trsky´, Frantisˇek Ondra, Matej Zachar, and Vladimi´r Necˇas. "Reuse of Conditional Released Materials From Decommissioning: A Review of Approaches and Scenarios With Long-Term Constructions." In ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59149.
Повний текст джерела