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dc.contributor.author
Nanclares, Germán Aníbal
dc.contributor.author
Ambrosini, Ricardo Daniel
dc.contributor.author
Curadelli, Raul Oscar
dc.date.available
2023-07-18T12:57:26Z
dc.date.issued
2022-01-13
dc.identifier.citation
Nanclares, Germán Aníbal; Ambrosini, Ricardo Daniel; Curadelli, Raul Oscar; Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes; Multi-Science Publishing; Advances In Structural Engineering; 25; 7; 13-1-2022; 1386-1401
dc.identifier.issn
1369-4332
dc.identifier.uri
http://hdl.handle.net/11336/204253
dc.description.abstract
The evolution of seismic design and calculation criteria for highway bridges has a direct influence on their structural behavior. This paper presents a nonlinear dynamic analysis using a detailed 3D finite element model of an existing bridge, with different design criteria for the column transverse reinforcement, according to code requirements of different times. The numerical model is able to simulate both the collapse of the structure and the generation of damage in its elements when subjected to extreme seismic actions. Through the numerical model, it is possible to represent the cyclic behavior of the concrete, and to evaluate the influence of the transverse reinforcement assigned to the column on the overall response of the bridge. The formation of plastic hinges is verified, as well as the identification of different collapse mechanisms.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
Multi-Science Publishing
dc.rights
info:eu-repo/semantics/restrictedAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
EXPLICIT FEM
dc.subject
NONLINEAR DYNAMIC ANALYSIS
dc.subject
OUTDATED SEISMIC DESIGN CODES
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REINFORCED CONCRETE BRIDGE
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STRUCTURAL COLLAPSE
dc.subject.classification
Ingeniería Estructural
dc.subject.classification
Ingeniería Civil
dc.subject.classification
INGENIERÍAS Y TECNOLOGÍAS
dc.title
Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2023-06-30T13:07:10Z
dc.identifier.eissn
2048-4011
dc.journal.volume
25
dc.journal.number
7
dc.journal.pagination
1386-1401
dc.journal.pais
Reino Unido
dc.journal.ciudad
Londres
dc.description.fil
Fil: Nanclares, Germán Aníbal. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; Argentina
dc.description.fil
Fil: Ambrosini, Ricardo Daniel. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; Argentina
dc.description.fil
Fil: Curadelli, Raul Oscar. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mendoza; Argentina. Universidad Nacional de Cuyo; Argentina
dc.journal.title
Advances In Structural Engineering
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/https://journals.sagepub.com/doi/full/10.1177/13694332221074772
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/https://doi.org/10.1177/13694332221074772
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