Prikaz osnovnih podataka o dokumentu
Continuous Composite Steel Concrete Beams with Partial Shear Connection
dc.creator | Bendić, Milica | |
dc.creator | Kostić, Svetlana M. | |
dc.creator | Nikolić, Jelena | |
dc.date.accessioned | 2021-07-05T09:06:48Z | |
dc.date.available | 2021-07-05T09:06:48Z | |
dc.date.issued | 2021 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2365 | |
dc.description.abstract | The paper presents the calculation of continuous composite steel-concrete beams with a partial shear connection and ductile shear connectors. The algorithm for determining the ultimate load as a function of shear resistance capacity is explained. The calculation is applied to a numerical example. The obtained results are discussed. Guidelines for further research in this area are given. | sr |
dc.language.iso | en | sr |
dc.relation | 2000092 | sr |
dc.rights | openAccess | sr |
dc.source | 8th INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering, Subotica, Serbia | sr |
dc.subject | Partial shear connection | sr |
dc.subject | ductile shear connectors | sr |
dc.subject | bending resistance | sr |
dc.subject | continuous composite steel-concrete beams | sr |
dc.title | Continuous Composite Steel Concrete Beams with Partial Shear Connection | sr |
dc.type | conferenceObject | sr |
dc.rights.license | ARR | sr |
dc.citation.epage | 171 | |
dc.citation.spage | 163 | |
dc.identifier.doi | 10.14415/konferencijaGFS2021.14 | |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs/bitstream/id/9385/NS2021.14.pdf | |
dc.type.version | publishedVersion | sr |