Thesis Open Access
HIWOTNAT DESTA HAREGOT
<?xml version='1.0' encoding='utf-8'?> <rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:adms="http://www.w3.org/ns/adms#" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dct="http://purl.org/dc/terms/" xmlns:dctype="http://purl.org/dc/dcmitype/" xmlns:dcat="http://www.w3.org/ns/dcat#" xmlns:duv="http://www.w3.org/ns/duv#" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:frapo="http://purl.org/cerif/frapo/" xmlns:geo="http://www.w3.org/2003/01/geo/wgs84_pos#" xmlns:gsp="http://www.opengis.net/ont/geosparql#" xmlns:locn="http://www.w3.org/ns/locn#" xmlns:org="http://www.w3.org/ns/org#" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:prov="http://www.w3.org/ns/prov#" xmlns:rdfs="http://www.w3.org/2000/01/rdf-schema#" xmlns:schema="http://schema.org/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:vcard="http://www.w3.org/2006/vcard/ns#" xmlns:wdrs="http://www.w3.org/2007/05/powder-s#"> <rdf:Description rdf:about="https://doi.org/10.20372/nadre:5034"> <rdf:type rdf:resource="http://www.w3.org/ns/dcat#Dataset"/> <dct:type rdf:resource="http://purl.org/dc/dcmitype/Text"/> <dct:identifier rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://doi.org/10.20372/nadre:5034</dct:identifier> <foaf:page rdf:resource="https://doi.org/10.20372/nadre:5034"/> <dct:creator> <rdf:Description> <rdf:type rdf:resource="http://xmlns.com/foaf/0.1/Agent"/> <foaf:name>HIWOTNAT DESTA HAREGOT</foaf:name> </rdf:Description> </dct:creator> <dct:title>EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF RC COLUMENS INTERNALYY CONFINID WITH GLASS FIBER REINFORCED POLYMER (GFRB) LAYERS</dct:title> <dct:publisher> <foaf:Agent> <foaf:name>Zenodo</foaf:name> </foaf:Agent> </dct:publisher> <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#gYear">2020</dct:issued> <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2020-11-01</dct:issued> <owl:sameAs rdf:resource="https://nadre.ethernet.edu.et/record/5034"/> <adms:identifier> <adms:Identifier> <skos:notation rdf:datatype="http://www.w3.org/2001/XMLSchema#anyURI">https://nadre.ethernet.edu.et/record/5034</skos:notation> <adms:schemeAgency>url</adms:schemeAgency> </adms:Identifier> </adms:identifier> <dct:isVersionOf rdf:resource="https://doi.org/10.20372/nadre:5033"/> <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/aastu"/> <dct:isPartOf rdf:resource="https://nadre.ethernet.edu.et/communities/zenodo"/> <dct:description><p>Planning is done as an effort to strengthening for a RC column namely a confinement by<br> using steel reinforcement. However, it has disadvantage that it cannot confine entire RC<br> column and it could potentially increase the dead load of structure so that strength and<br> ductility was not optimal. Steel ties reinforcement cannot provide superior confinement for<br> reinforced concrete (RC) columns due to constraints on tie spacing and disturbance of<br> concrete continuity. Therefore investigating use of internally confined with glass fiber<br> reinforced polymer (GFRP) layers RC column is important for a RC column to achieve<br> more strength and ductility than conventional RC column. This research investigated<br> Experimental study and Finite Element Analysis on Reinforced Concrete (RC) columns<br> internally confined with GFRP layers in additional to regular tie reinforcement by<br> considering different parameter such as cross sectional shape of columns, area of columns,<br> GFRP-confined and unconfined specimens and number of internal GFRP layers.<br> In this thesis, thirteen circular and nineteen square short column specimens were prepared<br> on experimental program including control groups. Each shape of columns were group by<br> different cross sectional area, FRP-confined and unconfined specimens and number of<br> internal GFRP layers</p></dct:description> <dct:accessRights rdf:resource="http://publications.europa.eu/resource/authority/access-right/PUBLIC"/> <dct:accessRights> <dct:RightsStatement rdf:about="info:eu-repo/semantics/openAccess"> <rdfs:label>Open Access</rdfs:label> </dct:RightsStatement> </dct:accessRights> <dcat:distribution> <dcat:Distribution> <dct:rights> <dct:RightsStatement rdf:about="http://www.opendefinition.org/licenses/cc-by"> <rdfs:label>Creative Commons Attribution</rdfs:label> </dct:RightsStatement> </dct:rights> <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:5034"/> </dcat:Distribution> </dcat:distribution> <dcat:distribution> <dcat:Distribution> <dcat:accessURL rdf:resource="https://doi.org/10.20372/nadre:5034"/> <dcat:byteSize>647925</dcat:byteSize> <dcat:downloadURL rdf:resource="https://nadre.ethernet.edu.et/record/5034/files/f1042664640.pdf"/> <dcat:mediaType>application/pdf</dcat:mediaType> </dcat:Distribution> </dcat:distribution> </rdf:Description> </rdf:RDF>
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