Literatura académica sobre el tema "Non-structural element"
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Artículos de revistas sobre el tema "Non-structural element"
Demidem, Mustapha, Remdane Boutemeur, Abderrahim Bali y El-Hadi Benyoussef. "Analysis of Structural and Non-Structural Problems by Coupling of Finite and Infinite Elements". Applied Mechanics and Materials 578-579 (julio de 2014): 445–55. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.445.
Texto completoKumar, Mr Santosh y Mr Nand Kumar Sharma. "Non Structural Element its Behaviour during an Earthquake". International Journal of Engineering Research and Applications 07, n.º 07 (julio de 2017): 26–29. http://dx.doi.org/10.9790/9622-0707072629.
Texto completoZieliński, A. P. y F. Frey. "On linearization in non-linear structural finite element analysis". Computers & Structures 79, n.º 8 (marzo de 2001): 825–38. http://dx.doi.org/10.1016/s0045-7949(00)00193-0.
Texto completoQuintana-Rodríguez, J. A., J. F. Doyle, F. J. Carrión-Viramontes, Didier Samayoa-Ochoa y J. Alfredo López-López. "Material Characterization for Dynamic Simulation of Non-Homogeneous Structural Members". Key Engineering Materials 449 (septiembre de 2010): 46–53. http://dx.doi.org/10.4028/www.scientific.net/kem.449.46.
Texto completoHASANOV, Sh H. "CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD". Structural Mechanics of Engineering Constructions and Buildings, n.º 4 (agosto de 2017): 19–28. http://dx.doi.org/10.22363/1815-5235-2017-4-19-28.
Texto completoVershinin, A. V., V. A. Levin, A. V. Kukushkin y D. A. Konovalov. "Structural analysis of assemblies using non-conformal spectral element method". IOP Conference Series: Materials Science and Engineering 747 (17 de marzo de 2020): 012033. http://dx.doi.org/10.1088/1757-899x/747/1/012033.
Texto completoBoisse, P., J. L. Daniel y J. C. Gelin. "AC0 three-node shell element for non-linear structural analysis". International Journal for Numerical Methods in Engineering 37, n.º 14 (30 de julio de 1994): 2339–64. http://dx.doi.org/10.1002/nme.1620371402.
Texto completoShahba, Ahmad, Reza Attarnejad y Mehran Eslaminia. "Derivation of an Efficient Non-Prismatic Thin Curved Beam Element Using Basic Displacement Functions". Shock and Vibration 19, n.º 2 (2012): 187–204. http://dx.doi.org/10.1155/2012/786191.
Texto completoGARCÍA, MANUEL J., MIGUEL A. HENAO y OSCAR E. RUIZ. "FIXED GRID FINITE ELEMENT ANALYSIS FOR 3D STRUCTURAL PROBLEMS". International Journal of Computational Methods 02, n.º 04 (diciembre de 2005): 569–86. http://dx.doi.org/10.1142/s0219876205000582.
Texto completoDemarie, Giacomo V., Donato Sabia y Rosario Ceravolo. "Non-Linear Identification of a RC Element Using Time-Frequency Instantaneous Estimators". Key Engineering Materials 413-414 (junio de 2009): 531–38. http://dx.doi.org/10.4028/www.scientific.net/kem.413-414.531.
Texto completoTesis sobre el tema "Non-structural element"
Wong, Fuk-Lun Alexander. "Investigations into non-destructive methods of structural testing using finite element models". Thesis, University of Edinburgh, 1987. http://hdl.handle.net/1842/11956.
Texto completoAhmed, Khaled I. E. "Finite element modeling of non-linear structural response of transmission towers including bolted joint slippage". Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31507.
Texto completoApplied Science, Faculty of
Mechanical Engineering, Department of
Graduate
Chagneau, Anthony. "Méthode de zoom structural étendue aux hétérogénéités non linéaires". Thesis, Montpellier, 2019. http://www.theses.fr/2019MONTS051.
Texto completoA multi-scale approach introduces a structural zoom method into a region of interest, called the patch, using only field projection operators. The different behaviours in the patch and in the overall structure are taken into account without using weight parameters between local and global energies such as the Arlequin method. Our initial problem is to digitally reliable the structural zoom method for the linear case, and more precisely to choose a high-performance solver on Krylov spaces, as well as effective preconditioning and ordering adapted to the system to be solved. Once the solver is chosen, this approach is mechanically validated in the mean of two tests, namely traction and shear. A parametric study of the patch is performed to obtain an acceptable solution. The next objective is to extend this approach to regions with heterogeneities of non-linear behaviour. The method has been reached out for elastoplastic behaviour. Initial hypothesis assumes the elastoplastic behaviour only inside the patch and an elastic behaviour of the overall structure as well as of the gluing area. Finally, this approach is validated with different tests including several faults and therefore several patches as well as different loading history
Aragao, Almeida Salvio Jr. "Modeling of Concrete Anchors Supporting Non-Structural Components Subjected toStrong Wind and Adverse Environmental Conditions". University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564764404011142.
Texto completoFerrari, Rosalba (ORCID:0000-0002-3989-713X). "An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge". Doctoral thesis, Università degli studi di Bergamo, 2013. http://hdl.handle.net/10446/28959.
Texto completoGuney, Murat Efe. "A Numerical Procedure For The Nonlinear Analysis Of Reinforced Concrete Frames With Infill Walls". Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606318/index.pdf.
Texto completoMatthews, Russell Stuart. "The structural behaviour of brick sewer pipes in soft ground : the examination of brick and reinforced plastic pipes, in granular soil, and under plane strain conditions, using fully non-linear finite element models and a large-scale physical testing prog". Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287758.
Texto completoSaadé, Katy. "Finite element modeling of shear in thin walled beams with a single warping function". Doctoral thesis, Universite Libre de Bruxelles, 2005. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211043.
Texto completoA unified approach is formulated in this thesis for 3D thin walled beam structures with arbitrary profile geometries, loading cases and boundary conditions. A single warping function, defined by a linear combination of longitudinal displacements at cross sectional nodes (derived from Prokic work), is enhanced and adapted in order to qualitatively and quantitatively reflect and capture the nature of a widest possible range of behaviors. Constraints are prescribed at the kinematics level in order to enable the study of arbitrary cross sections for general loading. This approach, differing from most published theories, has the advantage of enabling the study of arbitrary cross sections (closed/opened or mixed) without any restrictions or distinctions related to the geometry of the profile. It generates automatic data and characteristic computations from a kinematical discretization prescribed by the profile geometry. The amount of shear bending, torsional and distortional warping and the magnitude of the shear correction factor is computed for arbitrary profile geometries with this single formulation.
The proposed formulation is compared to existing theories with respect to the main assumptions and restrictions. The variation of the location of the torsional center, distortional centers and distortional rotational ratio of a profile is discussed in terms of their dependency on the loading cases and on the boundary conditions.
A 3D beam finite element model is developed and validated with several numerical applications. The displacements, rotations, amount of warping, normal and shear stresses are compared with reference solutions for general loading cases involving stretching, bending, torsion and/or distortion. Some examples concern the case of beam assemblies with different shaped profiles where the connection type determines the nature of the warping transmission. Other analyses –for which the straightness assumption of Timoshenko theory is relaxed– investigate shear deformation effects on the deflection of short and thin beams by varying the aspect ratio of the beam. Further applications identify the cross sectional distortion and highlight the importance of the distortion on the stresses when compared to bending and torsion even in simple loading cases.
Finally, a non linear finite element based on the updated lagrangian formulation is developed by including torsional warping degrees of freedom. An incremental iterative method using the arc length and the Newton-Raphson methods is used to solve the non linear problem. Examples are given to study the flexural, torsional, flexural torsional and lateral torsional buckling problems for which a coupling between the variables describing the flexural and the torsional degrees of freedom occurs. The finite element results are compared to analytical solutions based on different warping functions and commonly used in linear stability for elastic structures having insufficient lateral or torsional stiffnesses that cause an out of plane buckling.
Doctorat en sciences appliquées
info:eu-repo/semantics/nonPublished
Yaqoob, Saima. "BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD". Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.
Texto completoNogueira, Caio Gorla. "Um modelo de confiabilidade e otimização aplicado às estruturas de barras de concreto armado". Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21092005-084457/.
Texto completoIn this work, a reliability based optimization model is proposed for the analysis of reinforced concrete structures, in which the reliability index is introduced as a constraint. The mechanical model allows to consider the physical non-linearity of the concrete and steel materials, as well as the geometrical non-linear effects. The mechanical model is used to find the structure limit loads. The failure scenarios for the probabilistic analysis are characterized by the concrete ultimate strains in the compressed region of the section and the steel ultimate tensile strains in the reinforcement position. The serviceability limit state is verified for the excessive displacements for the structure bars. The limit state function is build by using the response surface method, computing the reliability index and the failure probability only considering the first failure mode. The optimization and reliability processes are independents built leading two different system of equations that are coupled together to find the final solution. The material cost of the structure was adopted as the objective function to be minimized for the optimization process. The proposed coupled optimization-reliability process is employed to analyse reinforced concrete beams. The developed procedure in the context of reliabilty methods and reinforced concrete structures analysis can also be applied for reliability analysis of reinforced concrete frames
Libros sobre el tema "Non-structural element"
Rust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13380-5.
Texto completoY, Cheng Franklin y Fu Zizhi, eds. Computational mechanics in structural engineering: Recent developments and future trends. London: Elsevier Applied Science, 1992.
Buscar texto completoNon-linear finite element analysis of solids and structures. Chichester: Wiley, 1991.
Buscar texto completoMV2, International Conference. New advances in modal synthesis of large structures: Non-linear damped and non-deterministic cases : proceedings of the International Conference MV2, Lyon France, 5-6 October 1995. Rotterdam: A.A. Balkema, 1997.
Buscar texto completoCanadian Conference on Nonlinear Solid Mechanics (2nd 2002 Vancouver, B.C.). Proceedings: 2nd Canadian Conference on Nonlinear Solid Mechanics = Comptes-rendues : 2ème Congrès canadien sur les aspects non linéaires de la mécanique des solides. Editado por Croitoro Elena M, Simon Fraser University y Pacific Institute for the Mathematical Sciences. Vancouver, B.C: CanCNSM, 2002.
Buscar texto completoRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Buscar texto completoRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2016.
Buscar texto completoRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Buscar texto completoNonlinear Modelling And Analysis Of Structures And Solids. Cambridge University Press, 2008.
Buscar texto completoNon-Linear Finite Element Analysis of Solids and Structures. Dennis Publications, Richard, 1991.
Buscar texto completoCapítulos de libros sobre el tema "Non-structural element"
Karličić, Danilo, Tony Murmu, Sondipon Adhikari y Michael McCarthy. "Finite Element Method for Dynamics of Non-Local Systems". En Non-Local Structural Mechanics, 235–70. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch8.
Texto completoKarličić, Danilo, Tony Murmu, Sondipon Adhikari y Michael McCarthy. "Dynamic Finite Element Analysis of Non-Local Rods: Axial Vibration". En Non-Local Structural Mechanics, 271–92. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch9.
Texto completoRust, Wilhelm. "Load Incrementation in a Non-linear Analysis". En Non-Linear Finite Element Analysis in Structural Mechanics, 111–34. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_4.
Texto completoRust, Wilhelm. "Contact with Shell- and Beam-Elements". En Non-Linear Finite Element Analysis in Structural Mechanics, 355–57. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_13.
Texto completoRust, Wilhelm. "Basic Mathematical Methods". En Non-Linear Finite Element Analysis in Structural Mechanics, 1–14. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_1.
Texto completoRust, Wilhelm. "Fulfilling the Contact Condition". En Non-Linear Finite Element Analysis in Structural Mechanics, 277–300. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_10.
Texto completoRust, Wilhelm. "Aspects of Modelling Contact". En Non-Linear Finite Element Analysis in Structural Mechanics, 301–19. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_11.
Texto completoRust, Wilhelm. "Contact Detection". En Non-Linear Finite Element Analysis in Structural Mechanics, 321–53. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_12.
Texto completoRust, Wilhelm. "Geometrically Nonlinear Behaviour". En Non-Linear Finite Element Analysis in Structural Mechanics, 17–85. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_2.
Texto completoRust, Wilhelm. "Stability Problems". En Non-Linear Finite Element Analysis in Structural Mechanics, 87–109. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_3.
Texto completoActas de conferencias sobre el tema "Non-structural element"
Lee, Usik y Dukkyu Jeon. "Identification of non-ideal structural boundary conditions by using spectral element method". En 40th Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-1311.
Texto completoALMEIDA Jr, Sálvio A. y Serhan Guner. "Nonlinear Finite Element Analysis of Non-Structural Components Anchorage under Extreme Wind Loads". En 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.2019.1905.
Texto completoArora, Vikas. "Prediction Capabilities of Damped Updated Finite Element Models". En ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62096.
Texto completoZhang, Shengming y Lei Jiang. "A Procedure for Non-Linear Structural Collapse Analysis". En ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23397.
Texto completoTiso, Paolo, Rob Dedden y Daniel Rixen. "A Modified Discrete Empirical Interpolation Method for Reducing Non-Linear Structural Finite Element Models". En ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-13280.
Texto completoYang, Tao, Peng Li, Qing Shi y Yunhui Liu. "Deployable Polyhedral Mechanisms with Radially Reciprocating Motion Based on Non-Crossing Angulated Structural Element". En 2021 IEEE International Conference on Real-time Computing and Robotics (RCAR). IEEE, 2021. http://dx.doi.org/10.1109/rcar52367.2021.9517559.
Texto completoDybwad, Jacob, Mads Bryndum y Russell Hollingworth. "Finite Element Analysis Applied in Structural Integrity Management". En ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24715.
Texto completoLofthaug, Kristoffer, Lars Brubak, Åge Bøe y Eivind Steen. "Investigation of Ultimate Limit State Safety Margins in the Structural Design Rules". En ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62309.
Texto completoThompson, Lonny L. "Implementation of Non-Reflecting Boundaries in a Space-Time Finite Element Method for Structural Acoustics". En ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3841.
Texto completoMedyanik, S. N. y N. Vlahopoulos. "Applying Incompatible Meshes for Modeling Structural-Acoustic Domains in Energy Finite Element Analysis". En ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39085.
Texto completoInformes sobre el tema "Non-structural element"
Heymsfield, Ernie y Jeb Tingle. State of the practice in pavement structural design/analysis codes relevant to airfield pavement design. Engineer Research and Development Center (U.S.), mayo de 2021. http://dx.doi.org/10.21079/11681/40542.
Texto completoRavazdezh, Faezeh, Julio A. Ramirez y Ghadir Haikal. Improved Live Load Distribution Factors for Use in Load Rating of Older Slab and T-Beam Reinforced Concrete Bridges. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317303.
Texto completoLeland, Robert W. Comparative Study of Hexahedral and Tetrahedral Elements for Non-linear Structural Analysis. Office of Scientific and Technical Information (OSTI), febrero de 2000. http://dx.doi.org/10.2172/1331497.
Texto completoГарлицька, Т. С. Substandard Vocabulary in the System of Urban Communication. Криворізький державний педагогічний університет, 2018. http://dx.doi.org/10.31812/123456789/3912.
Texto completoTzfira, Tzvi, Michael Elbaum y Sharon Wolf. DNA transfer by Agrobacterium: a cooperative interaction of ssDNA, virulence proteins, and plant host factors. United States Department of Agriculture, diciembre de 2005. http://dx.doi.org/10.32747/2005.7695881.bard.
Texto completoANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, agosto de 2022. http://dx.doi.org/10.18057/icass2020.p.347.
Texto completoCHARACTERISATION OF THE BEHAVIOUR OF BEAM-TO-COLUMN STEEL JOINTS UP TO FAILURE. The Hong Kong Institute of Steel Construction, septiembre de 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.5.
Texto completoSIMPLIFIED MODELLING OF NOVEL NON-WELDED JOINTS FOR MODULAR STEEL BUILDINGS. The Hong Kong Institute of Steel Construction, diciembre de 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.10.
Texto completoTEACHING-LEARNING BASED OPTIMIZATION METHOD CONSIDERING BUCKLING AND SLENDERNESS RESTRICTION FOR SPACE TRUSSES. The Hong Kong Institute of Steel Construction, marzo de 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.3.
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