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dc.contributor.author | Bendito, A. | es_ES |
dc.contributor.author | Romero, Manuel L. | es_ES |
dc.contributor.author | Bonet Senach, José Luís | es_ES |
dc.contributor.author | Miguel Sosa, Pedro | es_ES |
dc.contributor.author | Fernández Prada, Miguel Ángel | es_ES |
dc.date.accessioned | 2020-09-19T03:33:07Z | |
dc.date.available | 2020-09-19T03:33:07Z | |
dc.date.issued | 2009-09 | es_ES |
dc.identifier.issn | 0733-9445 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/150417 | |
dc.description.abstract | [EN] This paper proposes a new equation for the effective length factor k-factor for reinforced concrete columns in braced frames. The new formula is valid both for normal and high-strength concrete. The equation was obtained from a sensitivity analysis performed on a two-dimensional nonlinear finite-element numerical model that takes into account the inelastic behavior of the concrete columns cracking, yielding, and second order effects. The numerical model was calibrated with 44 experimental tests performed by the writers¿ research group. A comparative study was carried out between the numerical model and different national design codes, displaying important differences with respect to all of them: the ACI code from 37 to 3%, the Spanish code EHE from 26 to 9.26%, and the Eurocode 2 from 14 to 14%. It was decided to propose two additional simplified equations: one for checking and the second for design. | es_ES |
dc.description.sponsorship | The authors wish to express their sincere gratitude to the Spanish Ministerio de Fomento for help provided through project 13-12-2001 and Ministerio de Educación through BIA2005-255. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | American Society of Civil Engineers | es_ES |
dc.relation.ispartof | Journal of Structural Engineering | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Buckling | es_ES |
dc.subject | Reinforced concrete | es_ES |
dc.subject | Concrete columns | es_ES |
dc.subject | Inelasticity | es_ES |
dc.subject | Effective length | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.title | Inelastic Effective Length Factor of Nonsway Reinforced Concrete Columns | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2009)135:9(1034) | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MEC//BIA2005-00255/ES/ESTUDIO NUMERICO-EXPERIMENTAL DEL PANDEO DE PERFILES TUBULARES DE ACERO RELLENOS DE HORMIGON DE ALTA RESISTENCIA/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/MFOM//02I289.01%2F1/ES | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.description.bibliographicCitation | Bendito, A.; Romero, ML.; Bonet Senach, JL.; Miguel Sosa, P.; Fernández Prada, MÁ. (2009). Inelastic Effective Length Factor of Nonsway Reinforced Concrete Columns. Journal of Structural Engineering. 135(9):1034-1039. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:9(1034) | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1061/(ASCE)0733-9445(2009)135:9(1034) | es_ES |
dc.description.upvformatpinicio | 1034 | es_ES |
dc.description.upvformatpfin | 1039 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 135 | es_ES |
dc.description.issue | 9 | es_ES |
dc.relation.pasarela | S\36801 | es_ES |
dc.contributor.funder | Ministerio de Fomento | es_ES |
dc.contributor.funder | Ministerio de Educación y Ciencia | es_ES |