Columnas Compuestas de Hormigón y Acero SRC, Sujetas a Flexocompresión Biaxial

Jaramillo, Jorge Ricardo Vintimilla; Rodríguez, Luis Tinerfe Hernández; Jaramillo, Jorge Ricardo Vintimilla; Rodríguez, Luis Tinerfe Hernández

dc.contributor		en-US
dc.creator	Jaramillo, Jorge Ricardo Vintimilla
dc.creator	Rodríguez, Luis Tinerfe Hernández
dc.creator	Jaramillo, Jorge Ricardo Vintimilla
dc.creator	Rodríguez, Luis Tinerfe Hernández
dc.date	2018-02-11
dc.date.accessioned	2018-02-23T17:16:20Z
dc.date.available	2018-02-23T17:16:20Z
dc.identifier	https://knepublishing.com/index.php/KnE-Engineering/article/view/1433
dc.identifier	10.18502/keg.v3i1.1433
dc.identifier.uri	http://ridda2.utp.ac.pa/handle/123456789/4289
dc.description	The work presented is based on experimental and theoretical analysis of SRC composite columns subjected to biaxial bending and axial compression, where the specification of American and European code criteria are used to calculate de load bending strength. The computer program to calculate the interaction diagram of biaxial bending and axial compression with inclined neutral axis is made in the software Matlab by using the fiber method, besides, the strength of the specimen is calculated. Users can design new frame sections and check the exist sections. To obtain the displacements and load curve, to calculate load contours and determination of the interaction family curves of the modeled sections. The destructive performance of the round and rectangle composite columns are made in the structures laboratory of EPN to obtain the results such as the buckling displacement at strong, weak and longitudinal direction measured with LVDT´S. Subsequently, the theoretical and experimental analysis results are made to demonstrate the reliability of the numeric model.Keywords: Composite Columns, Concrete, Steel	en-US
dc.format	application/msword
dc.format	application/pdf
dc.format	application/xml
dc.language	eng
dc.publisher	KnE Publishing	en-US
dc.relation	https://knepublishing.com/index.php/KnE-Engineering/article/view/1433/3243
dc.relation	https://knepublishing.com/index.php/KnE-Engineering/article/view/1433/3469
dc.relation	https://knepublishing.com/index.php/KnE-Engineering/article/view/1433/3470
dc.rights	info:eu-repo/semantics/openAccess
dc.rights	https://creativecommons.org/licenses/by/4.0/
dc.source	2518-6841
dc.source	KnE Engineering; 6th Engineering, Science and Technology Conference - Panama 2017 (ESTEC 2017); 281-291	en-US
dc.title	Columnas Compuestas de Hormigón y Acero SRC, Sujetas a Flexocompresión Biaxial	en-US
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion

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2017: 6th Engineering, Science and Technology Conference - Panama (ESTEC 2017) [115]
6th Engineering, Science and Technology Conference (ESTEC 2017) organized by the Universidad Tecnologica de Panama (UTP)

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