Yayın:
Experimental and Theoretical Investigation of the Punching Shear Strength of GFRP-Reinforced Two-Way Slabs

dc.contributor.authorKurtoğlu, Ahmet Emin
dc.contributor.authorBilgehan, Mahmut
dc.contributor.authorGülşan, Mehmet Eren
dc.contributor.authorÇevik, Abdulkadir
dc.date.accessioned2026-01-04T17:13:43Z
dc.date.issued2022-09-12
dc.description.urihttps://doi.org/10.1080/10168664.2022.2093689
dc.identifier.doi10.1080/10168664.2022.2093689
dc.identifier.eissn1683-0350
dc.identifier.endpage388
dc.identifier.issn1016-8664
dc.identifier.openairedoi_________::c46bf64e2eba9d1a0cc23034491261ec
dc.identifier.orcid0000-0003-1210-2963
dc.identifier.orcid0000-0002-5253-2952
dc.identifier.scopus2-s2.0-85138418744
dc.identifier.startpage379
dc.identifier.urihttps://hdl.handle.net/20.500.12597/39982
dc.identifier.volume33
dc.identifier.wos000853170000001
dc.language.isoeng
dc.publisherInforma UK Limited
dc.relation.ispartofStructural Engineering International
dc.titleExperimental and Theoretical Investigation of the Punching Shear Strength of GFRP-Reinforced Two-Way Slabs
dc.typeArticle
dspace.entity.typePublication
local.api.response{"authors":[{"fullName":"Ahmet Emin Kurtoğlu","name":"Ahmet Emin","surname":"Kurtoğlu","rank":1,"pid":null},{"fullName":"Mahmut Bilgehan","name":"Mahmut","surname":"Bilgehan","rank":2,"pid":{"id":{"scheme":"orcid","value":"0000-0003-1210-2963"},"provenance":null}},{"fullName":"Mehmet Eren Gülşan","name":"Mehmet Eren","surname":"Gülşan","rank":3,"pid":null},{"fullName":"Abdulkadir Çevik","name":"Abdulkadir","surname":"Çevik","rank":4,"pid":{"id":{"scheme":"orcid","value":"0000-0002-5253-2952"},"provenance":null}}],"openAccessColor":null,"publiclyFunded":false,"type":"publication","language":{"code":"eng","label":"English"},"countries":null,"subjects":[{"subject":{"scheme":"FOS","value":"02 engineering and technology"},"provenance":null},{"subject":{"scheme":"FOS","value":"0201 civil engineering"},"provenance":null}],"mainTitle":"Experimental and Theoretical Investigation of the Punching Shear Strength of GFRP-Reinforced Two-Way Slabs","subTitle":null,"descriptions":null,"publicationDate":"2022-09-12","publisher":"Informa UK Limited","embargoEndDate":null,"sources":["Crossref"],"formats":null,"contributors":null,"coverages":null,"bestAccessRight":null,"container":{"name":"Structural Engineering International","issnPrinted":"1016-8664","issnOnline":"1683-0350","issnLinking":null,"ep":"388","iss":null,"sp":"379","vol":"33","edition":null,"conferencePlace":null,"conferenceDate":null},"documentationUrls":null,"codeRepositoryUrl":null,"programmingLanguage":null,"contactPeople":null,"contactGroups":null,"tools":null,"size":null,"version":null,"geoLocations":null,"id":"doi_________::c46bf64e2eba9d1a0cc23034491261ec","originalIds":["10.1080/10168664.2022.2093689","50|doiboost____|c46bf64e2eba9d1a0cc23034491261ec"],"pids":[{"scheme":"doi","value":"10.1080/10168664.2022.2093689"}],"dateOfCollection":null,"lastUpdateTimeStamp":null,"indicators":{"citationImpact":{"citationCount":6,"influence":2.8529479e-9,"popularity":6.5458003e-9,"impulse":6,"citationClass":"C5","influenceClass":"C5","impulseClass":"C4","popularityClass":"C4"}},"instances":[{"pids":[{"scheme":"doi","value":"10.1080/10168664.2022.2093689"}],"type":"Article","urls":["https://doi.org/10.1080/10168664.2022.2093689"],"publicationDate":"2022-09-12","refereed":"peerReviewed"}],"isGreen":false,"isInDiamondJournal":false}
local.import.sourceOpenAire
local.indexed.atWOS
local.indexed.atScopus

Dosyalar

Koleksiyonlar