Littérature scientifique sur le sujet « IRREGULAR REINFORCED CONCRETE STRUCTURE »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Sommaire
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « IRREGULAR REINFORCED CONCRETE STRUCTURE ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
Zhang, Fang. « The Modal Analysis of a Multilayer Concave-Convex Irregular Reinforced Concrete Frame Structures before and after Seismic Isolation ». Applied Mechanics and Materials 339 (juillet 2013) : 632–34. http://dx.doi.org/10.4028/www.scientific.net/amm.339.632.
Texte intégralMen, Jin Jie, Qi Zhou et Qing Xuan Shi. « Fragility Analysis Method for Vertically Irregular Reinforced Concrete Frame Structures ». Key Engineering Materials 400-402 (octobre 2008) : 587–92. http://dx.doi.org/10.4028/www.scientific.net/kem.400-402.587.
Texte intégralB M, Gagan. « Progressive Collapse Analysis of Irregular Reinforced Concrete Framed Structure ». International Journal for Research in Applied Science and Engineering Technology 7, no 5 (31 mai 2019) : 2175–80. http://dx.doi.org/10.22214/ijraset.2019.5365.
Texte intégralDatta, D., et A. L. Nanda Gopal. « Behaviour of Irregular Reinforced Concrete Frames under Seismic Loading ». Proceedings of the 12th Structural Engineering Convention, SEC 2022 : Themes 1-2 1, no 1 (19 décembre 2022) : 941–51. http://dx.doi.org/10.38208/acp.v1.605.
Texte intégralYolanda, Ardian, Zulfikar Djauhari, Ridwan et Enno Yuniarto. « Progressive collapse of regular and irregular reinforced concrete moment frame ». MATEC Web of Conferences 276 (2019) : 01035. http://dx.doi.org/10.1051/matecconf/201927601035.
Texte intégralHiwase, Prashant, Vipul V. Taywade et Sharda P. Siddh. « Comparative analysis of vertical irregularities on high rise structure considering various parameters ». IOP Conference Series : Materials Science and Engineering 1197, no 1 (1 novembre 2021) : 012024. http://dx.doi.org/10.1088/1757-899x/1197/1/012024.
Texte intégralSadat, Zakia, et Abdussamet Arslan. « Automatic Minimization of the Drift Performance of RC 3D Irregular Buildings Using Genetic Algorithm ». Advances in Civil Engineering 2023 (27 avril 2023) : 1–12. http://dx.doi.org/10.1155/2023/8275138.
Texte intégralTrivedi, Abhay, Dr Gunjan Shrivastava et Kishor Patil. « Seismic Analysis of Irregular Diaphragm Reinforced Concrete Building with Fluid Viscous Dampers ». International Journal for Research in Applied Science and Engineering Technology 11, no 7 (31 juillet 2023) : 1970–76. http://dx.doi.org/10.22214/ijraset.2023.55029.
Texte intégralDas, Satrajit, et James M. Nau. « Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings ». Earthquake Spectra 19, no 3 (août 2003) : 455–77. http://dx.doi.org/10.1193/1.1595650.
Texte intégralBotis, Marius Florin, et Camelia Cerbu. « A Method for Reducing of the Overall Torsion for Reinforced Concrete Multi-Storey Irregular Structures ». Applied Sciences 10, no 16 (11 août 2020) : 5555. http://dx.doi.org/10.3390/app10165555.
Texte intégralThèses sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
Das, Satrajit. « Seismic Design of Vertically Irregular Reinforced Concrete Structures ». NCSU, 2000. http://www.lib.ncsu.edu/theses/available/etd-20000820-165307.
Texte intégralSeismic building codes, such as the Uniform Building Code (UBC) do not allow the equivalent lateral force (ELF) procedure to be used for structures with vertical irregularities. The UBC defines a structure to be irregular based on the ratio of magnitudes of either strength, stiffness, mass, setback or offset of one floor to that of an adjacent floor. The criteria defining the limits of irregularity are somewhat arbitrary, but are introduced in the code to provide unambiguous, enforceable provisions. The purpose of this study is to quantify the definition of irregular structures for four different vertical irregularities - stiffness, strength, mass and nonstructural masonry infills. A total of 87 building structures with interstory stiffness and strength ratios ranging from 0.09 to 1.89 and 0.27 to 1.07, respectively, and mass ratios of 1.0, 2.5, and 5.0 are considered for a detailed parametric study. The lateral force resisting systems (LFRS) considered are special moment resisting frames and shear walls. These LFRS's are designed based on the forces obtained from the equivalent lateral force procedure. An ELF) analysis. Finally, nonlinear dynamic analysis is performed in order to assess the seismic performance of these buildings. The results show that the restrictions on the applicability of the equivalent lateral force procedure are unnecessarily conservative for irregular structures. Most structures considered in this study, designed on the basis of the ELF approach, perform reasonably well. In some cases, however, there is an initiation of an undesirable collapse mechanism. It is recommended that capacity based criteria in the design phase be appropriately used in the vicinity of the irregularity in order to ensure desired performance and behavior.
Mola, Elena. « Criteria for the seismic vulnerability reduction of existing irregular reinforced concrete structures ». Grenoble INPG, 2007. http://www.theses.fr/2007INPG0019.
Texte intégralThe research is a contribution to the development of tools and criteria for the seismic assessment and retrofitting of existing reinforced concrete structures, in particular plan-wise irregular ones. Ln fact, the 'capacity design' method, based on the rationale of the equal displacernent rule and the central role of ductility, and usually employed for the design of new structures, does not automatically extend to existing irregular structures. The work is thoroughly based on a large scale experimental activity carried out in the framework of the EC-funded project SPEAR (Seismic Performance Assessment and Rehabilitation) and consisting of a series of pseudodynamic tests on a full-size plan-wise irregular three storey frame structure, bath in the as-built and in two different retrofitted configurations. Based on the experimental data, the research attempted at first at clarifying the basic features of the seismic response of such structures ; following to that, the proposed criteria for the reduction of their seismic vulnerability and for the design of effective rehabilitation interventions were presented. To this end, the experimental approach was complemented by the numerical one, with the creation of a numerical model into a finite element structural analysis software and the application of the Karhunen-Loeve nonlinear modal analysis method
Aldeka, Ayad Basheer. « Seismic response of acceleration-sensitive non-structural components mounted on irregular multi-storey reinforced concrete buildings ». Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5858/.
Texte intégralBarja, Rosas Xiomara Mariela, et Cerron Aldahir Edgar Sotomayor. « Influencia de la distribución de TMDs en la respuesta sísmica de estructuras irregulares de concreto armado ». Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2020. http://hdl.handle.net/10757/651960.
Texte intégralThis paper analyzes the control of the seismic response of asymmetric buildings, through the incorporation of Tuned Mass Damper (TMD), evaluating different distributions of these devices on the top floor to obtain an alternative to improve the response of the structure in order to control the torsional effects of the first two mode of vibrating due to irregularities in the plant. The previous one is done using a finite element computational model where the main variable is the participatory mass of the torsional mode, this being the first way to vibrate and a reduction of up to 40% of that variable was obtained.
Trabajo de investigación
Hertanto, Eric. « Seismic Assessment of Pre-1970s Reinforced Concrete Structure ». Thesis, University of Canterbury. Civil Engineering, 2005. http://hdl.handle.net/10092/1120.
Texte intégralStarczewski, Jerzy Andrzej. « Felix Candela : the structure and form of reinforced concrete shells ». Diss., Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/22954.
Texte intégralHarry, Ofonime Akpan. « Behaviour of reinforced concrete frame structure against progressive collapse ». Thesis, University of Edinburgh, 2018. http://hdl.handle.net/1842/29623.
Texte intégralDe, Rose David. « The rehabilitation of a concrete structure using fibre reinforced plastics ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ29388.pdf.
Texte intégralStančík, Adam. « Mateřská škola v Novém Jičíně ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227500.
Texte intégralZhao, Li. « SPATIAL RELIABILITY ANALYSIS FOR CORRODED REINFORCED CONCRETE STRUCTURES ». University of Akron / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=akron1479123930240399.
Texte intégralLivres sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
Taly, Narendra. Design of reinforced masonry structure. New York : McGraw-Hill, 2001.
Trouver le texte intégralRose, David De. The rehabilitation of a concrete structure using fibre reinforced plastics. Ottawa : National Library of Canada = Bibliothèque nationale du Canada, 1999.
Trouver le texte intégralAkanshu, Sharma, et Bhabha Atomic Research Centre, dir. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai : Bhabha Atomic Research Centre, 2008.
Trouver le texte intégralAkanshu, Sharma, et Bhabha Atomic Research Centre, dir. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai : Bhabha Atomic Research Centre, 2008.
Trouver le texte intégralAmerican Society of Civil Engineers., dir. Standard practice for direct design of buried precast concrete box sections. Reston, VA : American Society of Civil Engineers, 2000.
Trouver le texte intégralKuzmanovic, Sasha. An investigation of the shear design of a reinforced concrete box structure. Ottawa : National Library of Canada, 1998.
Trouver le texte intégralChuang, Tsai-Fu. Numerical modelling of reinforced concrete structure under monotonic and earthquake-like dynamic loading. Birmingham : University of Birmingham, 2001.
Trouver le texte intégralFarrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Washington, DC : Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.
Trouver le texte intégralConstruction Engineering Research Laboratories (U.S.), dir. Investigation of the use of visoelastic damping devices to rehabilitate a lightly reinforced concrete slab-column structure. [Champaign, IL] : US Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.
Trouver le texte intégralAmerican Society of Civil Engineers., dir. Standard practice for direct design of precast concrete box sections for jacking in trenchless construction. Reston, Va : American Society of Civil Engineers, 2001.
Trouver le texte intégralChapitres de livres sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
Athanatopoulou, Asimina M., Grigorios E. Manoukas et Amfilohios Throumoulopoulos. « Parametric Study of Inelastic Seismic Response of Reinforced Concrete Frame Buildings ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures II, 171–80. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_15.
Texte intégralShendkar, Mangeshkumar R., Denise-Penelope N. Kontoni, Sasankasekhar Mandal et Pabitra Ranjan Maiti. « Investigation of Seismic Design Parameters in Irregular Reinforced Concrete Buildings with Masonry Infills ». Dans Structural Integrity, 7–25. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_2.
Texte intégralKöber, Dietlinde. « Seismic Design Particularities of a Five Story Reinforced Concrete Structure, Irregular in Plan and Elevation ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 189–99. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_16.
Texte intégralAyala, Gustavo, et Marco Antonio Escamilla. « Modal Irregularity in Continuous Reinforced Concrete Bridges. Detection, Effect on the Simplified Seismic Performance Evaluation and Ways of Solution ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures, 103–18. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_8.
Texte intégralKrystallis, Angelos, Asimina Athanatopoulou et Konstantinos Kostinakis. « Use of Fluid Dampers in Order to Improve the Seismic Performance of Reinforced Concrete Buildings with Asymmetric Plan-View ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures IV, 189–200. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6_16.
Texte intégralBedi, Ashwani, et Ramsey Dabby. « Understanding Reinforced Concrete ». Dans Structure for Architects, 128–51. New York : Routledge, 2019. : Routledge, 2019. http://dx.doi.org/10.4324/9781315122014-10.
Texte intégralMosley, W. H., J. H. Bungey et R. Hulse. « Analysis of the structure ». Dans Reinforced Concrete Design, 23–52. London : Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_3.
Texte intégralMosley, W. H., et J. H. Bungey. « Analysis of the Structure ». Dans Reinforced Concrete Design, 24–52. London : Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3_3.
Texte intégralMosley, W. H., et J. H. Bungey. « Analysis of the Structure ». Dans Reinforced Concrete Design, 24–52. London : Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3_3.
Texte intégralMosley, W. H., et J. H. Bungey. « Analysis of the Structure ». Dans Reinforced Concrete Design, 24–52. London : Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0_3.
Texte intégralActes de conférences sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
« Failure Analysis of RC Structures Using Irregular Lattice Models ». Dans SP-237 : Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18258.
Texte intégralCancellara, Donato. « Base isolation systems for irregular in plan reinforced concrete structures ». Dans INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2021. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0162343.
Texte intégralAhirwal, Akshay, Kirti Gupta et Vaibhav Singh. « Effect of irregular plan on seismic vulnerability of reinforced concrete buildings ». Dans PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127136.
Texte intégralBarakat, Samer, et Helal Alsahi. « Seismic Performance of Vertically Mass Irregular Reinforced Concrete Structures in the UAE ». Dans Research, Development and Practice in Structural Engineering and Construction. Singapore : Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_st-94-0295.
Texte intégralChen, Wei, et Guojing He. « Research for the mechanical behavior of simple-supported irregular reinforced concrete slab bridge ». Dans International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.630.
Texte intégralXU, BIN, ZHIFANG SHU et SHIRLEY DYKE. « Embedded Interface Debonding Detection for an Irregular Complex Multi-chamber Steel Reinforced Concrete Column with PZT Impedance ». Dans Structural Health Monitoring 2015. Destech Publications, 2015. http://dx.doi.org/10.12783/shm2015/42.
Texte intégralBlasone, Valentina, Alberto Basaglia, Raffaele De Risi, Flavia De Luca et Enrico Spacone. « A SIMPLIFIED APPROACH FOR THE VULNERABILITY ASSESSMENT OF REGULAR AND IRREGULAR REINFORCED CONCRETE BIULDINGS AT THE LARGE SCALE ». Dans 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8836.19502.
Texte intégralPhilippe, Maxime, Bruno Borgarino, Panagiotis Kotronis et Guillaume Ducrozet. « An Integrated Approach for the Representation of Concrete Gravity Based Foundations for Offshore Wind Turbines ». Dans ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10639.
Texte intégralAldeka, A., A. Chan et S. Dirar. « EFFECTS OF TORSION ON THE BEHAVIOUR OF NON-STRUCTURAL COMPONENTS MOUNTED ON IRREGULAR REINFORCED CONCRETE MULTI-STOREY BUILDINGS ». Dans 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4785.c1452.
Texte intégralHu, Linghui. « FRP Reinforced Masonry Structure and Concrete Structure ». Dans 2021 4th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA). IEEE, 2021. http://dx.doi.org/10.1109/isttca53489.2021.9654721.
Texte intégralRapports d'organisations sur le sujet "IRREGULAR REINFORCED CONCRETE STRUCTURE"
Winkel, B. V. Concrete material characterization reinforced concrete tank structure Multi-Function Waste Tank Facility. Office of Scientific and Technical Information (OSTI), mars 1995. http://dx.doi.org/10.2172/72878.
Texte intégralFarrar, C., et J. Bennet. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Office of Scientific and Technical Information (OSTI), août 1988. http://dx.doi.org/10.2172/6909952.
Texte intégralHayes, John R., et Jr. Investigation of the Use of Viscoelastic Damping Devices to Rehabilitate a Lightly Reinforced Concrete Slab- Column Structure. Fort Belvoir, VA : Defense Technical Information Center, septembre 1998. http://dx.doi.org/10.21236/ada360496.
Texte intégralRoesler, Jeffery, Sachindra Dahal, Dan Zollinger et W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement : Volume 1. Illinois Center for Transportation, mai 2021. http://dx.doi.org/10.36501/0197-9191/21-011.
Texte intégralEbeling, Robert, et Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), mars 2021. http://dx.doi.org/10.21079/11681/39881.
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.
Texte intégralBreland, Benjamin, Janet Simms, William Doll, Jason Greenwood et Ronald Kaufman. Waterborne geophysical investigation to assess condition of grouted foundation : Old River Control Complex – Low Sill Structure, Concordia Parish, Louisiana. Engineer Research and Development Center (U.S.), mai 2022. http://dx.doi.org/10.21079/11681/44183.
Texte intégralEbeling, Robert, Barry White, John Hite, James Tallent, Locke Williams, Brad McCoy, Aaron Hill, Cameron Dell, Jake Bruhl et Kevin McMullen. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), juillet 2023. http://dx.doi.org/10.21079/11681/47245.
Texte intégralNema, Arpit, et Jose Restrep. Low Seismic Damage Columns for Accelerated Bridge Construction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, décembre 2020. http://dx.doi.org/10.55461/zisp3722.
Texte intégralAgudelo Urrego, Luz María, Chatuphat Savigamin, Devansh Gandhi, Ghadir Haikal et Antonio Bobet. Assessment of Pipe Fill Heights. Purdue University Press, 2023. http://dx.doi.org/10.5703/1288284317612.
Texte intégral