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1Academic Journal
المؤلفون: Ortega, Miguel A., Romero, José L., de la Rosa, Emilio
المصدر: Informes de la Construcción; Vol. 59 No. 508 (2007); 61-71 ; Informes de la Construcción; Vol. 59 Núm. 508 (2007); 61-71 ; 1988-3234 ; 0020-0883 ; 10.3989/ic.2007.v59.i508
مصطلحات موضوعية: beam-colums, buckling, finite elements, generalized splines, numerical methods, elementos finitos, métodos numéricos, pandeo, pilares, splines generalizados
وصف الملف: application/pdf
Relation: https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/583/665; Aas-Jakobsen, K. and Grenacher, M.: “Analysis of Slender Reinforced Concrete Frames”. IABSE, Publications. 1974.; Alemdar, B. N. And WHITE, D. W.: “Displacement, Flexibility, and Mixed Beam-Column Finite Element Formulations for Distributed Plasticity Analysis”. Journal of Structural Engineering. ASCE. December 2005.; Argyris, J. H.: ´’Recent Advances in Matrix Methods of Structureal Analysis’´. Pergamon Press. 1964.; Argyris, J. H.: “Continua and discontinua”. Proc. Onf. Matrix Methods in Struct. Mech., Air Force; Inst. of Tech. Wright Patterson Air Force Base, Ohio. 1965.; Bazant, Z. P. and Cedolin, L.: ´’Stability of Structures’´. Oxford University Press, 1991; Brebbia, C. and Connor, J.: “Geometrically non-linear fi nite element analysis” Proc. ASCE J. Engng Mech. Div., Proc. 1969.; Chen, W. F., Goto, Y. and Liew, J. Y. R.: “Stability design of Semi-Rigid Frames”. John Wiley and Sons. 1996.; Cheong Siat MOY, F.:”General Analysis of Laterally Loaded Beams Columns” Journa of the Structural Division. ASCE, Vol. 100 No ST6 Proc Paper 10625 (1975).; Chen, W. F. and Atsuta, T.: ´´Theory of Beam-Columns´´. Vols.1, 2, McGraw-Hill, 1976.; Chen, W. F. and Thomas, S.: ´’Advanced Analysis of Steel Frames’´. CRC Press,1994.; Chwalla, E: “Theorie de aussermittig gedrückten Stabes aus Bausthal”. Der Stahlbau. 1934.; Davidenco, D. F.: “On a New Method of Numerical Solution or Systems of Nonlinear Equations”. Dokl. Akad. Nauk. USSR, 88, 601-602. 1953.; Disque, R. O.: ´´Applied Plastic Design in Steel´´. Van Nostrand Reinhold Co. 1971. FELIPPA, C. A.: ´´Introduction to the analysis of nonlinear elastic structures by the Finite Element Method´´. University of Colorado at Boulder.; Galambos, T. V.: ´´Structural Members and Frames.´´ Prentice-Hall, Inc. 1968.; Gallager, R. J. and Padlog, J.: “Discrete element approach to structural stability”. Am. Inst. Aero.& Astro. J. 1(6), 1437-1439.1966.; Gallager, R. J., Gellatly, R. A. PADLOG, J. and MALLET, R. H.: “A discrete element procedure for thin shell instability analysis”. Am. Inst Aero. & Astro. J., 5 (19), 138-145. 1967.; Haselgrove, C. B.: “The solution of Nonlinear Equations and of Differential Equations with Two- Points Boundary Conditions”. Computer J., 4. 255-259. 1961. doi:10.1093/comjnl/4.3.255; Holand, I. and Moan, T.: “The fi nite element in plate bukling”. Finite Element Method. In Stress Analisys, ed. I. Holand et al., Tapir. 1969.; Jennings, A.: “Frame analysis Including Change of Geometry”, Journal of the Structural Division, ASCE, Vol. 94. Pp. 627-644. 1968; Kapur, W. W. and Hartz, B. J.: “Stability of plates using the fi nite element method”, Proc. ASCE, J. Engng. Mech, 92, EM2, 177-195 1966.; Karmán, T. V.: “Untersuchungen über Knickfestigkeit. Mitteilungen über Forschungsarbeiten auf dem Gabiete des Ingenieurwesens”. 1910; Kawano, A. and Warner, R. F.: “Nonlinear Analisys of the Time Dependent Behaviour of Reinforced Concrete Frames”. Research Report Nº R125, Dep. of Civil and Environemental Engineering, The University of Adelaide. 1995.; Klopfestein, R. W.: “Zeros of Nonlinear Functions”. J. ACM, 8. 366-373.1961.; Mallet, R. H. and Marcal, P. V.: “Finite element Analysis of non-linear structures”. Proc.ASCE, J. Engng. Mech.94, ST9, 2081-2105. 1968.; Marcal, P. V.: “Finite element Analysis with material non-lineearities-theory and practise”. Recent Advances in Matrix Methods of structural Analysis and Design, ed. R. H. Gallager et al. The University of Alabama Press pp. 257-282. 1971.; Murray, E. W. and Wilson, E. L.: “An approximate non-linear analysis of thin-plates”. Proc. Air Force 2nd Conf. On Matrix Meth. In Struct. Mech., Srigth-Patterson Air Force Base, Ohio. 1968.; Nayak, G. C. and Zienckiewicz, O. C.: “Note on the “alpha-constant” stiffness method of the analysis of non-linear problems”. Int. J. Num. Meth. In Engng., 4, 579-582. 1972.; Oden, J. T.: “Numérical formulation of non-linear elasticity problems”. Proc. ASCE, J. Struct. Div. 93, ST3, paper 5290. 1967.; Oden, J. T.: “Finite element aplications in non-linear structural analysis”, Proc. Conf. On Finite Element aplications in non-linear structural analysis”. Proc. Conf. On Finite element Meth. Vanderbilt University Tennessee. 1969.; Ortega, M. A.: ´’Análisis del pandeo de pilares en régimen no lineal mediante splines generalizados. ´´ Tesis Doctoral, E. T. S. Ingenieros de Caminos, UPM. 2004.; Riks, E.: “The Application of Newton´s Method to the Problem of Elastic Stability”. Trans. ASME, J. Appl. Mech. (1972).; Riks, E.: “An incremental approach to the solution of snapping and bukling problems”. Int. J. Solids and structs. 15, 529-551. 1979.; Ros, M. and Brunner, J.: “Die Knicksicherheit von an beiden Enden gelenkig gelagerten Stäben aus Konstruktionsstahl”. Eidg. Materialprüfungsanstalt an der E.T.H. 1926; Romero, J. L., Ortega, M. A. y CORRALES, J. M.: “Estudio y resolución del modelo de viga de Timoshenko. Algoritmo de acciones equivalentes”. V Congreso de Métodos Numéricos en Ingeniería. Madrid, 3-6 de Junio de 2002; Romero, J. L. y ORTEGA, M. A.: “Acciones equivalentes y solución en desplazamientos interpolada en la viga de Bernoulli-Euler”. Informes de la Construcción, Vol. 49. N0 454, pp. 5-27,1998.; Romero, J. L. y ORTEGA, M. A.: “Splines generalizados y solución nodal exacta en el método de elementos fi nitos”, Informes de la Construcción, Vol. 51. Nº 464, pp. 41-85, 1999.; Sabir, A. B. and Lock, A. C.: “The application of fi nite elements to the larger-defl ection geometrically non-lineart behaviour of cylindrical shells”. Proc. Int. Conf on Var. Meth in Engng., Southampton Univ., Session VII, 67-76 1972; Sun, C. H., Bradford, M. A. and Gilbert, R. I.: “A Reliable Numerical Method for Simulating the Post-Failure Behaviour of Concrete Frame Structures”. Computers and Structures. 1994.; Sharifi, P. and Popov, E. P.: “Non linear buckling analysis of sandwich arches”. Proc. Asce, J. Engng Mech. Div, 97. 1397-1411. 1971.; Turnner, M. J., Dill, E. H., Martin H. C. and Melosh, R. J.: “Large defl ection analysis of complex structures subjected to heating and external loads”. J. Aerospace Sci., 27. 1960.; Wempner, G. A.: “Discrete Approximations Related to Nonlinear Theories of Solids”. Int. J. Structures. (1971).; Westergaard, H. M. and Osgood, W. R.: “Strength of Steel Columns”. Trac. Of the Amer. Soc. of Mech. Engineers. 1928.; Wong, K. W. and Warner, R. F.:”Non-linear analysis of concrete frames using direct stifness line element approach”. Research Report Nº R-158. Department of Civil and Environmental Engineering. University of Adelaide. 1997.; Wong, K. W., Yeo, M. F. and Warner, R. F.: “Non-linear Behaviour of Reinforced Concrete Frames”. Civil Engineering Transctions, Institution of Engineers, Australia. 1988.; Zienckiewicz, O. C.: ´’El método de los Elementos finitos’´. Reverte. 1982.; https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/583
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المؤلفون: de la Rosa, Emilio, Romero, José L., Ortega, Miguel A.
المصدر: Informes de la Construccion, Vol 59, Iss 508, Pp 61-71 (2007)
مصطلحات موضوعية: splines generalizados, lcsh:TH1-9745, métodos numéricos, beam-colums, pilares, numerical methods, finite elements, buckling, elementos finitos, pandeo, lcsh:Architecture, generalized splines, lcsh:NA1-9428, lcsh:Building construction
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المؤلفون: Ortega, Miguel A., Romero, José L., de la Rosa, Emilio
المصدر: Informes de la Construccion, Vol 59, Iss 508, Pp 61-71 (2007)
Informes de la Construcción; Vol. 59 No. 508 (2007); 61-71
Informes de la Construcción; Vol. 59 Núm. 508 (2007); 61-71مصطلحات موضوعية: Building construction, splines generalizados, NA1-9428, métodos numéricos, beam-colums, pilares, numerical methods, Architecture, finite elements, buckling, elementos finitos, pandeo, TH1-9745, generalized splines
وصف الملف: application/pdf