Littérature scientifique sur le sujet « Existing Reinforced Concrete »
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Articles de revues sur le sujet "Existing Reinforced Concrete"
Patil, K. S., et S. S. Dhanaji. « Retrofitting Strategies For Earthquake Safe Existing Reinforced Concrete Building : an Overview ». Journal of Advances and Scholarly Researches in Allied Education 15, no 2 (1 avril 2018) : 452–54. http://dx.doi.org/10.29070/15/56866.
Texte intégralAn, Xin Zheng, Cheng Yi et Rui Xue Du. « Performance Deterioration Behavior of Existing Reinforced Concrete Bridges ». Advanced Materials Research 79-82 (août 2009) : 1367–70. http://dx.doi.org/10.4028/www.scientific.net/amr.79-82.1367.
Texte intégralWang, Chung Sheng, Xiao Hong Dong, Wen Hui Miao et Gan Li. « Fatigue Safety Evaluation of Existing Reinforced Concrete Bridges ». Key Engineering Materials 413-414 (juin 2009) : 749–56. http://dx.doi.org/10.4028/www.scientific.net/kem.413-414.749.
Texte intégralElwood, Kenneth J. « Modelling failures in existing reinforced concrete columns ». Canadian Journal of Civil Engineering 31, no 5 (1 octobre 2004) : 846–59. http://dx.doi.org/10.1139/l04-040.
Texte intégralTravush, Vladimir, et Vasily Murashkin. « CONCRETE DEFORMATION MODEL FOR RECONSTRUCTED REINFORCED CONCRETE ». International Journal for Computational Civil and Structural Engineering 18, no 4 (28 décembre 2022) : 132–37. http://dx.doi.org/10.22337/2587-9618-2022-18-4-132-137.
Texte intégralPeng, Wei, Wen Ya Ye, Jia Jia, Zhao Hui Lu et Hai Tao Hou. « Reliability Assessment of Existing Reinforced Concrete Arch Bridge ». Applied Mechanics and Materials 405-408 (septembre 2013) : 1687–90. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1687.
Texte intégralLynn, Abraham C., Jack P. Moehle, Stephen A. Mahin et William T. Holmes. « Seismic Evaluation of Existing Reinforced Concrete Building Columns ». Earthquake Spectra 12, no 4 (novembre 1996) : 715–39. http://dx.doi.org/10.1193/1.1585907.
Texte intégralHan, Jian Qiang, Peng Cheng Dong et Yan Rong Zhang. « Durability Testing of the Existing Reinforced Concrete Structures ». Applied Mechanics and Materials 256-259 (décembre 2012) : 884–87. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.884.
Texte intégralGHOBARAH, A., N. M. ALY et M. EL-ATTAR. « SEISMIC RELIABILITY ASSESSMENT OF EXISTING REINFORCED CONCRETE BUILDINGS ». Journal of Earthquake Engineering 2, no 4 (octobre 1998) : 569–92. http://dx.doi.org/10.1080/13632469809350335.
Texte intégralSchläfli, Max, et Eugen Brühwiler. « Fatigue of existing reinforced concrete bridge deck slabs ». Engineering Structures 20, no 11 (novembre 1998) : 991–98. http://dx.doi.org/10.1016/s0141-0296(97)00194-6.
Texte intégralThèses sur le sujet "Existing Reinforced Concrete"
Paschalis, Spyridon A. « Strengthening of existing reinforced concrete structures using ultra high performance fiber reinforced concrete ». Thesis, University of Brighton, 2017. https://research.brighton.ac.uk/en/studentTheses/c07ce9c7-5880-4108-a0f2-68bf6ea50dd5.
Texte intégralOliveira, João Mário Dias de. « Seismic assessment of existing reinforced concrete buildings ». Master's thesis, Universidade de Aveiro, 2013. http://hdl.handle.net/10773/11661.
Texte intégralThis dissertation aims to the discussion and application of tools and processes which allows to assess the non-linear behaviour of a reinforced concrete structure. When a numerous amount of buildings was built in concrete, in a period when the regulations did not have the design philosophy for the occurrence of earthquakes, it is important to carry out full and e ective structural assessments. Among several possibilities to make the evaluation as, simpli ed, linear analysis and static non-linear analysis, the non-linear dynamic can provide the most approximate numerical behaviour compared to the real one. With the potentialities of the computers, it is possible to run the analysis with this complex simulation using dynamic excitations of real earthquakes. It is made a historical reference of numerical models which simulates the behaviour of materials, and the ones integrated on the analysis are further explored. Is presented the study cases, its assumptions and some procedures that should be applied in structural modelling. The discussion is divided in two groups. On the rst the global analysis is discussed in terms of global behaviour, deformations and progression of forces, and on the second group is referred to the local assessment of structural elements. The local analysis has some comparisons between di erent interpretations of the code and also regarding the Italian code. Is analysed the bond-slip mechanism due to the smooth bars in some elements, which better simulates the global response of the structures.
A presente dissertação visa a discussão e aplicação de ferramentas e processos de veri cação que permitam analisar o comportamento não linear de estruturas em betão armado. Existem actualmente inúmeros edifícios em betão armado, construídos num período em que os regulamentos não previam a ocorrência de sismos, é importante proceder a avaliações estruturais completas e e cazes. Entre várias possibilidades para fazer a avaliação, como simpli cadas, aná- lises lineares, análises estátiocas não-lineares, é a análise dinâmica não-linear que mais aproxima o comportamento numérico ao real. Com as potencialidades numéricas permitidas pelos computadores, é possível prever esse complexo comportamento onde podem ser simuladas excitações dinâmicas de sismos reais. É feita uma referência histórica de modelos numéricos que simulam o comportamento dos materiais, aprofundando os que são integrados na análise. São apresentados os casos de estudo, os pressupostos e alguns procedimentos que devem ser aplicados na modelação estrutural. A discussão dos resultados é separada em dois grupos. No primeiro é feita uma análise global onde se discute o comportamento global, deformações e progressão de forças, e no segundo uma análise local dos elementos estruturais. A análise local é acompanhada de algumas comparações entre diferentes interpretações do código europeu e entre o código italiano. São analisados alguns elementos em relação ao deslize da armadura lisa, representando melhor a resposta das estruturas.
BOY, SERPIL. « RETROFIT OF EXISTING REINFORCED CONCRETE BRIDGES WITH FIBER REINFORCED POLYMER COMPOSITES ». University of Cincinnati / OhioLINK, 2004. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1078508332.
Texte intégralYoussef, Maged Ali. « Modeling of existing and rehabilitated reinforced concrete buildings ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0035/NQ66299.pdf.
Texte intégralBiddah, Ashraf Mahmoud Samy. « Seismic behaviour of existing and rehabilitated reinforced concrete frame connections ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ30074.pdf.
Texte intégralYalcin, Cem. « Seismic evaluation and retrofit of existing reinforced concrete bridge columns ». Thesis, University of Ottawa (Canada), 1998. http://hdl.handle.net/10393/8902.
Texte intégralBayani, Keivani Shahram. « Seismic evaluation of existing reinforced concrete bridges in Ottawa region ». Thesis, University of Ottawa (Canada), 2003. http://hdl.handle.net/10393/26357.
Texte intégralYalçin, Cem. « Seismic evaluation and retrofit of existing reinforced concrete bridge columns ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0020/NQ46554.pdf.
Texte intégralLu, Ruodan. « Automated generation of geometric digital twins of existing reinforced concrete bridges ». Thesis, University of Cambridge, 2019. https://www.repository.cam.ac.uk/handle/1810/289430.
Texte intégralMorbin, Riccardo. « Strategies for Seismic Assessment of Common Existing Reinforced Concrete Bridges Typologies ». Doctoral thesis, Università degli studi di Trento, 2013. https://hdl.handle.net/11572/368824.
Texte intégralLivres sur le sujet "Existing Reinforced Concrete"
International Conference of Building Officials., dir. Guidelines for seismic retrofit of existing buildings. Whittier, Calif : International Conference of Building Officials, 2001.
Trouver le texte intégralNational Association of Corrosion Engineers. Maintenance and rehabilitation considerations for corrosion control of existing steel reinforced concrete structures. Houston : NACE, 1990.
Trouver le texte intégralNational Association of Corrosion Engineers. Maintenance and rehabilitation consid erations for corrosion control of existing steel reinforced concrete structures. Houston : National Association of Corrosion Engineers, 1990.
Trouver le texte intégralSohanghpurwala, Ali Akbar. Cathodic protection for life extension of existing reinforced concrete bridge elements. Washington, D.C : Transportation Research Board, 2009.
Trouver le texte intégralSohanghpurwala, Ali Akbar. Cathodic Protection for Life Extension of Existing Reinforced Concrete Bridge Elements. Washington, D.C. : National Academies Press, 2009. http://dx.doi.org/10.17226/14292.
Texte intégralbéton, Fédération internationale du, dir. Monitoring and safety evaluation of existing concrete structures : State-of-art report. Lausanne, Switzerland : International Federation for Structural Concrete, 2003.
Trouver le texte intégralHussain, Raja Rizwan, Muhammad Wasim et Saeed Hasan. Computer Aided Seismic and Fire Retrofitting Analysis of Existing High Rise Reinforced Concrete Buildings. Dordrecht : Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-017-7297-6.
Texte intégralMoehle, Jack P. Review of seismic research results on existing buildings : Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. Sacramento : California Seismic Safety Commission, 1994.
Trouver le texte intégralPark, R. Strengthening and/or repair of existing reinforced concrete columns : Final report to the Earthquake and War Damage Commission on the research project 91/15. [New Zealand] : University of Canterbury, 1993.
Trouver le texte intégralKeller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.
Texte intégralChapitres de livres sur le sujet "Existing Reinforced Concrete"
Chess, Paul M. « Defects with Existing Standards ». Dans Cathodic Protection for Reinforced Concrete Structures, 87–98. Boca Raton : Taylor & Francis, a CRC title, part of the : CRC Press, 2018. http://dx.doi.org/10.1201/9781351045834-7.
Texte intégralSaatcioglu, Murat. « Seismic Retrofit of Reinforced Concrete Structures ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 457–86. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_21.
Texte intégralErduran, Emrah, et Ahmet Yakut. « Parameters Affecting Damageability of Reinforced Concrete Members ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 59–76. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_5.
Texte intégralYucemen, M. S., et A. Askan. « Estimation of Earthquake Damage Probabilities for Reinforced Concrete Buildings ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 149–64. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_9.
Texte intégralNěmeček, Jiří, et Yunping Xi. « Electrochemical Injection of Nanoparticles into Existing Reinforced Concrete Structures ». Dans Nanotechnology in Construction, 213–18. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17088-6_27.
Texte intégralOzcebe, G., M. S. Yucemen, V. Aydogan et A. Yakut. « Preliminary Seismic Vulnerability Assessment of Existing Reinforced Concrete Buildings in Turkey ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 29–42. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_3.
Texte intégralYakut, A., V. Aydogan, G. Ozcebe et M. S. Yucemen. « Preliminary Seismic Vulnerability Assessment of Existing Reinforced Concrete Buildings in Turkey ». Dans Seismic Assessment and Rehabilitation of Existing Buildings, 43–58. Dordrecht : Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_4.
Texte intégralDritsos, Stephanos, et Dimitrios Baros. « Modification and Strengthening of a Characteristic Reinforced Concrete Building in Patras, Greece ». Dans Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 21–41. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.021.
Texte intégralLu, Jin Ping, et Sook Fun Wong. « Improvement Works to Existing Column Stumps by Fiber-Reinforced Polymer Strengthening System ». Dans International Congress on Polymers in Concrete (ICPIC 2018), 735–41. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_94.
Texte intégralGiarlelis, Christos, Evlalia Lamprinou et Constantinos Repapis. « Seismic Rehabilitation of a School Building in Cephalonia, Greece ». Dans Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 1–20. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.001.
Texte intégralActes de conférences sur le sujet "Existing Reinforced Concrete"
Waghmare, Ambadas, et Ananth Ramaswamy. « Nonlinear Analysis of Reinforced Concrete Structural Elements ». Dans 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.2022.1419.
Texte intégral« Strength Evaluation of Existing Reinforced Concrete Structure ». Dans International Conference on Artificial Intelligence, Energy and Manufacturing Engineering. International Institute of Engineers, 2015. http://dx.doi.org/10.15242/iie.e0115011.
Texte intégralWang, Y. Z., T. Q. He, S. Liu et Y. Y. Sun. « Condition Assessment for Existing Reinforced Concrete Bridges ». Dans 11th Biennial ASCE Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments. Reston, VA : American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40988(323)66.
Texte intégral« Modeling Parameters for Reinforced Concrete Slab-Column Connections ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686902.
Texte intégral« Towards an Accurate Determination of Collapse Vulnerable Reinforced Concrete Buildings ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686907.
Texte intégral« Nonlinear Modeling Parameters and Acceptance Criteria for Concrete Columns ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686898.
Texte intégral« "Collapse Assessment of Non-Ductile, Retrofitted and Ductile Reinforced Concrete Frames" ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686905.
Texte intégral« Analysis of Seismic Response of Masonry‐Infilled RC Frames through Collapse ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686904.
Texte intégral« Assessment of ASCE/SEI 41 Concrete Column Provisions using Shaking Table Tests ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686899.
Texte intégral« Numerical Models for Beam‐Column Joints in Reinforced Concrete Building Frames ». Dans SP-297 : Seismic Assessment of Existing Reinforced Concrete Buildings. American Concrete Institute, 2014. http://dx.doi.org/10.14359/51686900.
Texte intégralRapports d'organisations sur le sujet "Existing Reinforced Concrete"
Sattar, Siamak. Benchmarking Evaluation Methodologies for Existing Reinforced Concrete Buildings. Gaithersburg, MD : National Institute of Standards and Technology, 2022. http://dx.doi.org/10.6028/nist.gcr.22-032.
Texte intégralSattar, Siamak. Benchmarking Evaluation Methodologies for Existing Reinforced Concrete Buildings. Gaithersburg, MD : National Institute of Standards and Technology, 2022. http://dx.doi.org/10.6028/nist.gcr.22-917-50.
Texte intégralBell, Matthew, Rob Ament, Damon Fick et Marcel Huijser. Improving Connectivity : Innovative Fiber-Reinforced Polymer Structures for Wildlife, Bicyclists, and/or Pedestrians. Nevada Department of Transportation, septembre 2022. http://dx.doi.org/10.15788/ndot2022.09.
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