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EC2: Design of reinforced concrete for shear
dc.creator | Pecić, Nenad | |
dc.date.accessioned | 2021-03-04T10:47:18Z | |
dc.date.available | 2021-03-04T10:47:18Z | |
dc.date.issued | 2003 | |
dc.identifier.isbn | 9989-9785-1-6 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/2273 | |
dc.description.abstract | An overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes of the first published ENV 1992-1-1 (December 1991.), related to the shear design, are also reviewed. | sr |
dc.language.iso | en | sr |
dc.publisher | MASE-Macedonian Association of Structural Engineers | sr |
dc.rights | openAccess | sr |
dc.source | 10th International Symposium MASE | sr |
dc.subject | concrete structures | sr |
dc.subject | design | sr |
dc.subject | shear | sr |
dc.subject | Eurocode 2 | sr |
dc.subject | PBAB 87 | sr |
dc.title | EC2: Design of reinforced concrete for shear | sr |
dc.type | conferenceObject | sr |
dc.rights.license | ARR | sr |
dc.citation.epage | 430 | |
dc.citation.spage | 425 | |
dc.citation.volume | 1 | |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs/bitstream/id/9098/bitstream_9098.pdf | |
dc.identifier.rcub | https://hdl.handle.net/21.15107/rcub_grafar_2273 | |
dc.type.version | publishedVersion | sr |