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dc.contributor.author | GIMENA, Lazaro | |
dc.contributor.author | GONZAGA, Pedro | |
dc.contributor.author | GIMENA, Faustino N. | |
dc.contributor.editor | Domingo Cabo, Alberto | es_ES |
dc.contributor.editor | Lázaro Fernández, Carlos Manuel | es_ES |
dc.date.accessioned | 2009-12-14T11:33:27Z | |
dc.date.available | 2009-12-14T11:33:27Z | |
dc.date.issued | 2009-12-14T11:33:27Z | |
dc.identifier.isbn | 978-84-8363-461-5 | |
dc.identifier.uri | http://hdl.handle.net/10251/6623 | |
dc.description | p. 2780-2792 | en_EN |
dc.description.abstract | This paper deals with curved beams, particularly, parabolic arches defined in global coordinates. The problem is approached differentially and expressed in a unique system of twelve linear ordinary differential equations given by Gimena et al. [2]. The lowertriangular form of the system of equations permits the determination of the exact analytical solution through successive integrations row by row. The system can also be solved using a numerical method with boundary conditions. Axial and shearing deformations, varying cross section area, non-symmetric section, generalized loads and different support conditions can be taken into account. In special cases, this system is particularized, and different subsystems arise, to model the mechanical behavior of special structural elements.This study presents the way to proceed with parabolic arches, which have an optimal response transmitting vertical load (Gimena et al. [3]). Analytic expressions and results of forces, moment, rotation and displacements for parabolic arches (spans, heights, load cases and supports) are given and plotted. | en_EN |
dc.language | Inglés | en_EN |
dc.publisher | Editorial Universitat Politècnica de València | es_ES |
dc.relation.ispartof | Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings | en_EN |
dc.rights | Reserva de todos los derechos | en_EN |
dc.subject | Structural analysis | en_EN |
dc.subject | Curved beam | en_EN |
dc.subject | Paraboilc arches | en_EN |
dc.subject | Frenet frame | en_EN |
dc.subject | Global coordinates | en_EN |
dc.subject | Differential system | en_EN |
dc.subject | Transfer matrix | en_EN |
dc.title | Structural analysis of parabolic arches defined in Global Coodinates | en_EN |
dc.type | Comunicación en congreso | en_EN |
dc.rights.accessRights | Abierto | es_ES |
dc.description.bibliographicCitation | Gimena, L.; Gonzaga, P.; Gimena, FN. (2009). Structural analysis of parabolic arches defined in Global Coodinates. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6623 | es_ES |
dc.relation.conferencename | Symposium of the International Association for Shell and Spatial Structures | es_ES |
dc.relation.conferencedate | 2009 | es_ES |
dc.relation.conferenceplace | Valencia | es_ES |