المؤلفون: Cabello Ulloa, Mario Javier

المساهمون: University/Department: Universitat de Girona. Departament d'Enginyeria Mecànica i de la Construcció Industrial

مرشدي الرسالة: mjcabello@ikerlan.es, Turón Travesa, Albert, Zurbitu González, Javier, Renart Canalias, Jordi

المصدر: TDX (Tesis Doctorals en Xarxa)

مصطلحات موضوعية: Adhesius flexibles, Adhesivos flexibles, Flexible adhesive, Hiperelasticitat, Hiperelasticidad, Hyperelasticity, Model analític, Modelo analítico, Analytical model, Danys cohesius, Daños cohesivos, Cohesive damage, Fundació elàstica, Fundación elástica, Elastic foundation

وصف الملف: application/pdf

URL الوصول: http://hdl.handle.net/10803/403837

المؤلفون: Rodríguez-Gutiérrez, Jose A., Aristizabal-Ochoa, Jose Dario

المصدر: Ingeniería e Investigación, Vol 34, Iss 3, Pp 19-25 (2014)
Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia

مصطلحات موضوعية: fundación elástica, estabilidad, Composite materials, Columns, High-strength concrete, lcsh:TA1-2040, pilas, Biaxial bending, columnas, conexiones semirrígidas, pandeo, Deflections, Axial load, lcsh:Engineering (General). Civil engineering (General), arriostramiento

وصف الملف: application/pdf

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https://revistas.unal.edu.co/index.php/ingeinv/article/view/42950

المؤلفون: Rodríguez-Gutiérrez, J. A, Aristizabal-Ochoa, J. D

المصدر: Ingeniería e Investigación, Volume: 34, Issue: 3, Pages: 19-25, Published: 01 DEC 2014

مصطلحات موضوعية: fundación elástica, Columns, High-strength concrete, Biaxial bending, pilas, columnas, conexiones semirrígidas, Composite materials, Deflections, pandeo, estabilidad, Axial load, arriostramiento

وصف الملف: text/html

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od_______618::72813118fd5f46a487f87d18300f5fb4
http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0120-56092014000300004&lng=en&tlng=en

المؤلفون: Rodríguez-Gutiérrez, J. A, Aristizabal-Ochoa, J. D

المصدر: Ingeniería e Investigación, Volume: 34, Issue: 2, Pages: 23-28, Published: AUG 2014

مصطلحات موضوعية: fundación elástica, Columns, High-strength concrete, Biaxial bending, pilas, columnas, conexiones semirrígidas, Composite materials, Deflections, pandeo, estabilidad, Axial load, Arriostramiento

وصف الملف: text/html

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http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0120-56092014000200005&lng=en&tlng=en

المؤلفون: Rodríguez-Gutiérrez, Jose A., Aristizabal-Ochoa, Jose Dario

المصدر: Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia

مصطلحات موضوعية: fundación elástica, Civil Eng, Structural Mechanics, Concrete Structures, estabilidad, Composite materials, Arriostramiento, Columns, High-strength concrete, pilas, Biaxial bending, columnas, conexiones semirrígidas, pandeo, Deflections, Axial load, Composites

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::53c6c6778a39cb75a4d81e891f025f76
https://repositorio.unal.edu.co/handle/unal/48981

المؤلفون: Aristizabal-Ochoa, J. D.

المصدر: Ingeniería e Investigación, Volume: 33, Issue: 3, Pages: 34-40, Published: 01 DEC 2013

مصطلحات موضوعية: elastic foundation, fundación elástica, bracing, column, estabilidad, stability, pilas, semi-rigid connection, buckling, columnas, conexiones semirrígidas, pandeo, pile, arriostramiento

وصف الملف: text/html

URL الوصول: https://explore.openaire.eu/search/publication?articleId=od_______618::7045e3178c41e461ebb104c2a49e9a50
http://www.scielo.org.co/scielo.php?script=sci_arttext&pid=S0120-56092013000300007&lng=en&tlng=en

المؤلفون: Aristizábal Ochoa, José Darío

المصدر: Repositorio UN
Universidad Nacional de Colombia
instacron:Universidad Nacional de Colombia

مصطلحات موضوعية: fundación elástica, elastic foundation, pilas, bracing, conexiones semirrígidas y estabilidad, semi-rigid connection, columnas, buckling, column, pandeo, stability, pile, arriostramiento

وصف الملف: application/pdf; text/html

URL الوصول: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::5f30bdccae8b72e66d72c6d04d084b22
http://bdigital.unal.edu.co/38340/

عناروين إضافية: Flexión biaxial de columnas esbeltas de concreto de alta resistencia y tubos llenos de concreto bajo cargas a corto y largo plazo: I) Teoría

المؤلفون: Rodríguez-Gutiérrez, Jose A., Aristizabal-Ochoa, Jose Dario

المصدر: Ingeniería e Investigación; Vol. 34 No. 2 (2014); 23-28; Ingeniería e Investigación; Vol. 34 Núm. 2 (2014); 23-28; 2248-8723; 0120-5609

مصطلحات الفهرس: Arriostramiento, pandeo, columnas, fundación elástica, pilas, conexiones semirrígidas, estabilidad, Ingeniería Civil, Axial load, Biaxial bending, Columns, Composite materials, High-strength concrete, Deflections, Civil Eng., Structural Mechanics, Concrete Structures, Composites, info:eu-repo/semantics/article, info:eu-repo/semantics/publishedVersion, Analytical-Experimental

URL: https://revistas.unal.edu.co/index.php/ingeinv/article/view/41118/46140
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41118/47504
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41118/46140
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41118/47504
*ref*/Billinger, M., & Symons, M. (1995). Slender Reinforced Concrete Columns Produced from High-Strength Concrete. In Proceedings of CIA/ FIP conference (pp. 223-232). Brisbane, Australia.
*ref*/Bruneau, M., & Morson, J. (2004). Seismic Design of Concrete-Filled Circular Steel Bridge Piers. J. Bridge. Engrg., 9(1), 24-34.
*ref*/Cederwall, K., Engstrom, B., & Grauers, M. (1990). High-Strength Concrete used in composite columns (SP-121) (pp. 195-214). ACI.
*ref*/Claeson, C., & Gylltoft, K. (1998). Slender High-Strength Concrete Columns Subjected to Eccentric Loading. J. Struct. Engrg., 124(3), 233-240.
*ref*/Claeson, C., & Gylltoft, K. (2000). Slender Concrete Column Subjected to Sustained and Short-Term Eccentric Loading. ACI structural J., 97(1), 45-52.
*ref*/Ghasemian, M., & Schmidt, L. C. (1999). Curved Circular Hollow Section (CHS) Steel Struts Infilled with High-Strength Concrete. ACI structural J., 96(2), 275-281.
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*ref*/Johansson, M., & Gylltoft, K. (2001). Structural Behavior of Slender Circular Steel-Concrete Composite Columns under Various Means of Load Application. Steel and Composite Structures, 1(4), 393-410.
*ref*/Kilpatrick, A. E., & Rangan, B. V. (1999). Test on High-Strength Concrete-Filled Steel Tubular Columns. ACI structural J., 96(2), 268-274.
*ref*/Lee, J.-H., & Son, H.-S. (2000). Failure and Strength of High-Strength Concrete Columns Subjected to Eccentric loads. ACI structural J., 97(1), 75-85.
*ref*/Lloyd, N. A., & Rangan, B. V. (1996). Studies on High Strength Concrete Columns under Eccentric Compression. ACI Structural J., 93(6), 631-638.
*ref*/Mendis, P. A. (2000). Behavior of Slender High-Strength Concrete Coumns. ACI structural J., 97(6), 895-901.
*ref*/O'Shea, M. D., & Bridge, R. Q. (2000). Design of circular Thin-Walled Concrete Filled Steel Tubes. J. Struct. Engrg., 126(11), 1295-1303.
*ref*/Popovics, S. (1970). A Review of Stress-Strain Relationships Curves for Concrete. ACI J., 67(3), 243-248.
*ref*/Popovics, S. (1973). A Numerical Approach to the Complete Stress-Strain Curves for Concrete. Cement and Concrete. Res., 3(5), 583-599.
*ref*/Prion, H., & Boehme, M. (1994). Beam-Column Behavior of Steel Tubes Filled with High-Strength Concrete. Can. J. Civ. Engrg., 21(2), 207-218.
*ref*/Rangan, B. V., & Joyce, M. (1992). Strength of Eccentrically Loaded Slender Steel Tubular Columns Filled with High-Strength Concrete. ACI Structural J., 89(6), 676-681.
*ref*/Rodriguez-Gutierrez, J. A., & Aristizabal-Ochoa, J. D. (2001). M-P-f Diagrams for Reinforced, Partially, and Fully Prestressed Concrete Sections under Biaxial Bending and Axial Load. J. Struct. Engrg., 127(7), 763-773.
*ref*/Rodriguez-Gutierrez, J. A., & Aristizabal-Ochoa, J. D. (2001). Reinforced, Partially, and Fully Prestressed Slender Concrete Columns under Biaxial Bending and Axial Load. J. Struct. Engrg., 127(7), 774-783.
*ref*/Sarker, P. K., Adolphus, S., Patterson, S., & Rangan, B. V. (2001). High-Strength concrete columns under biaxial bending (SP-200) (pp. 217-234). ACI.
*ref*/Sarker, P. K., & Rangan, B. V. (2003). Reinforced Concrete Columns under Unequal Load Eccentricities. ACI structural J., 100(4), 519-528.
*ref*/Uy, B. (2003). High-strength Steel Concrete Composite Columns for Buildings. Structures and Buildings Structural J., 156(2), 3-14.
*ref*/Varma, A. H., Ricles, J. M., Sause, R., & Lu, L. (2002). Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns. J. Struct. Engrg., 128(3), 309-318.

المؤلفون: Rodríguez-Gutiérrez, Jose A., Aristizabal-Ochoa, Jose Dario

المصدر: Ingeniería e Investigación, ISSN 0129-5608, Vol. 34, Nº. 3, 2014, pags. 19-25

مصطلحات الفهرس: Ingeniería Civil, arriostramiento, pandeo, columnas, fundación elástica, pilas, conexiones semirrígidas, estabilidad, Civil Engineering, Axial load, Biaxial bending, Columns, Composite materials, High-strength concrete, Deflections, text (article)

URL: https://dialnet.unirioja.es/servlet/oaiart?codigo=4897412

عناروين إضافية: Estabilidad de columnas esbeltas sobre fundación elástica con condiciones de apoyo generalizadas

المؤلفون: Aristizabal-Ochoa, J. Dario

المصدر: Ingeniería e Investigación; Vol. 33 No. 3 (2013); 34-40; Ingeniería e Investigación; Vol. 33 Núm. 3 (2013); 34-40; 2248-8723; 0120-5609

مصطلحات الفهرس: bracing, buckling, column, elastic foundation, pile, semi-rigid connection, stability, Ingeniería Civil, arriostramiento, pandeo, columnas, fundación elástica, pilas, conexiones semirrígidas y estabilidad, info:eu-repo/semantics/article, info:eu-repo/semantics/publishedVersion

URL: https://revistas.unal.edu.co/index.php/ingeinv/article/view/41041/42675
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41041/43165
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41041/42675
https://revistas.unal.edu.co/index.php/ingeinv/article/view/41041/43165
*ref*/Arboleda-Monsalve, L. G., Zapata-Medina, D. G. and Aristizabal-Ochoa, J. D., Timoshenko beam-column with generalized end conditions on elastic foundation: Dynamic-stiffness matrix and load vector., Journal of Sound and Vibration, Vol. 310, 2008, pp. 1057-1079.
*ref*/Areiza-Hurtado, M., Vega-Posada, C., Aristizabal-Ochoa, J. D., Second-Order Stiffness Matrix and Loading Vector of a Beam-Column with Semirigid Connections on an Elastic Foundation., J. Engrg. Mech., ASCE, Vol. 131, No. 7, 2005, pp. 752-762.
*ref*/Aristizabal-Ochoa, J. D., K-Factor for Columns in any Type of Construction: Nonparadoxical Approach., J. Struct. Engrg., ASCE, Vol. 120, No. 4, 1994, pp. 1272-1290.
*ref*/Aristizabal-Ochoa, J. D., Braced, partially braced and un-braced columns: complete set of classical stability equations., Int. J. Struct. Engrg. and Mech., Vol. 4, No. 4, 1996, pp. 365-381.
*ref*/Aristizabal-Ochoa, J. D., Story stability of braced, partially braced and unbraced frames: classical approach., J. Struct. Engrg., ASCE, Vol. 123, No. 6, 1997, pp. 799-807.
*ref*/Aristizabal-Ochoa, J. D., Elastic stability of beam-columns with flexural connections under various conservative end axial forces., J. Struct. Engrg., ASCE, Vol. 123, No. 9, 1997, pp. 1194-1200.
*ref*/Avramidis, I. E., Morfidis, K., Bending of beams on three-parameter elastic foundation., Int. J. Solids Struct., Vol. 43, 2006, pp. 357-375.
*ref*/Chen W. F., Lui, E. M., Structural Stability: Theory and Implementation, Englewood, New Jersey, PTR Prentice Hall, 1987, pp. 2.
*ref*/Cheng, F. Y., Pantelides, C. P., Static Timoshenko Beam-Columns on Elastic Media., J. Struct. Engrg., ASCE, Vol. 114, No. 5, 1988, pp. 1152-1172.
*ref*/Hetenyi, M., Beams on elastic Foundation., 8th printing, Ann Arbor, Michigan, The University of Michigan Press, 1967, Chapter VII.
*ref*/Monforton, G. R., Wu, T. S., Matrix analysis of semi-rigidly connected frames., J. Struct. Engrg., ASCE, Vol. 89, No. 6, 1963, pp. 13-42.
*ref*/Morfidis, K., Exact matrices for beams on three-parameter elastic foundation., Computers & Structures, Vol. 85, No. 15-16, 2007, pp. 1243-1256.
*ref*/Morfidis, K., Vibration of Timoshenko beams on three-parameter elastic foundation., Computers & Structures, Vol. 88, No. 5-6, 2010, pp. 294-308.
*ref*/Onu, G., Finite Elements on Generalized Elastic Foundation in Timoshenko Beam Theory., J. of Engineering Mechanics-ASCE, Vol. 134, No. 9, 2008, pp. 763-776.
*ref*/Razaqpur, D. G., Stiffness of beam-columns on elastic foundation with exact shape functions., Computers & Structures, Vol. 24, No. 5, 1986, pp. 813-819.
*ref*/Struthers, A., Jayaraman, G., Elastic stability of columns on partial elastic foundations under subtangential loading., J. of Sound and Vibration, Vol. 329, No. 18, 2010, pp. 3856-3865.
*ref*/Scott, R. F., Foundation Analysis., Englewood Cliffts, NJ., Prentice-Hall, 1981.
*ref*/Timoshenko, S. P., Gere, J. M., Theory of elastic stability., 2nd. Ed., New York, N.Y., McGraw-Hill, 1961, pp. 100-107.
*ref*/Wang, C-M., Xiang, Y., Kitipornchai, S., Buckling of restrained columns with shear deformation and axial shortening., J. of Engrg. Mech., ASCE, Vol. 117, No. 9, 1991, pp. 1973-1989.
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*ref*/Zapata-Medina, D. G., Arboleda-Monsalve, L. G., Aristizabal-Ochoa, J. D., Static Stability Formulas of a Weakened Timoshenko Column: Effects of Shear Deformations., J. of Engineering Mechanics-ASCE, Vol. 126, No. 12, 2010, pp. 1-9.