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dc.contributor.author
Escudero, Cuauhtemoc
dc.contributor.author
Oller, Sergio Horacio Cristobal
dc.contributor.author
Martinez, Xavier
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Barbat, Alex
dc.contributor.author
Dávalos, Cesar
dc.date.available
2019-11-29T19:26:02Z
dc.date.issued
2018-12
dc.identifier.citation
Escudero, Cuauhtemoc; Oller, Sergio Horacio Cristobal; Martinez, Xavier; Barbat, Alex; Dávalos, Cesar; Damage Assessment Using Modeling of Large-Scale Confined Masonry Building; American Society of Civil Engineers; Journal Of Engineering Mechanics; 144; 12; 12-2018; 1-17
dc.identifier.issn
0733-9399
dc.identifier.uri
http://hdl.handle.net/11336/91001
dc.description.abstract
The seismic behavior of a representative medium-rise building of Mexico City is evaluated using the capacity spectrum method. This method is widely used in the seismic assessment of buildings because it allows obtaining fragility curves which permit evaluating the ability of a building to resist earthquakes. A real full-height multistory model is proposed to test the capabilities of the algorithm exhibited. The model is outlined through structural drawings sized and structured in accordance with building code regulations for masonry structures in Mexico City. Computational requirements for the analysis of large structures are indicated in addition to improvements to a nonlinear computing code for better performance in terms of memory management and execution times. Finally, a comparison of obtained results and building code regulations is carried out, highlighting differences in the obtained results. The need to handle meshes with a high number of finite elements (FEs) led to development of a new layered finite element that can reproduce the nonlinear behavior of its constituent materials when there are out-of-plane stresses without having to introduce additional degrees of freedom. The proposed FE is compared with the standard FE, presenting different kinematics, and excellent results are obtained. This work emerges from the need to combine and improve existing technologies in the field of finite-element analysis. One such technology is the numerical simulation of the behavior of composite materials. Therefore, it was also necessary to develop a computing program capable of reading both finite-element meshes and patterns of fibers to calculate the information of the composite materials, such as volumetric participation and fiber’s orientation.
dc.format
application/pdf
dc.language.iso
eng
dc.publisher
American Society of Civil Engineers
dc.rights
info:eu-repo/semantics/openAccess
dc.rights.uri
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.subject
DAMAGE
dc.subject
LARGE SCALE BUILDING
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Ingeniería Estructural
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Ingeniería Civil
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INGENIERÍAS Y TECNOLOGÍAS
dc.title
Damage Assessment Using Modeling of Large-Scale Confined Masonry Building
dc.type
info:eu-repo/semantics/article
dc.type
info:ar-repo/semantics/artículo
dc.type
info:eu-repo/semantics/publishedVersion
dc.date.updated
2019-10-23T21:14:32Z
dc.journal.volume
144
dc.journal.number
12
dc.journal.pagination
1-17
dc.journal.pais
Estados Unidos
dc.journal.ciudad
Reston
dc.description.fil
Fil: Escudero, Cuauhtemoc. Universidad Politécnica de Catalunya; España
dc.description.fil
Fil: Oller, Sergio Horacio Cristobal. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Salta. Instituto de Investigaciones para la Industria Química. Universidad Nacional de Salta. Facultad de Ingeniería. Instituto de Investigaciones para la Industria Química; Argentina. Universidad Politécnica de Catalunya; España
dc.description.fil
Fil: Martinez, Xavier. Universidad Politécnica de Catalunya; España
dc.description.fil
Fil: Barbat, Alex. Universidad Politécnica de Catalunya; España
dc.description.fil
Fil: Dávalos, Cesar. Universidad Autónoma de Ciudad Juárez; México
dc.journal.title
Journal Of Engineering Mechanics
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/url/http://ascelibrary.org/doi/10.1061/%28ASCE%29EM.1943-7889.0001526
dc.relation.alternativeid
info:eu-repo/semantics/altIdentifier/doi/http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001526
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