Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/7110| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Arangjelovski Toni | en_US |
| dc.contributor.author | Gramatikov Kiril | en_US |
| dc.contributor.author | Docevska Marija | en_US |
| dc.date.accessioned | 2020-03-02T19:29:51Z | - |
| dc.date.available | 2020-03-02T19:29:51Z | - |
| dc.date.issued | 2015-12-30 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/7110 | - |
| dc.description.abstract | In this paper assessment of damaged timber structures using proof load test is given, which is mandatory according to Macedonian standards. Two types of structures were analyzed in the paper: Glued laminated timber structure, Cambered beam span of L = 24.00 m and Glued Laminated pedestrian timber bridge, two-hinged arch, span of L = 26.00 m plus two simple supported beams span of L = 12.5 m each. The results were also used for reliability verification to define partial safety factor for material for ultimate limit state and serviceability limit state, according to Eurocodes EN1990 and EN1995. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier | en_US |
| dc.relation.ispartof | Construction and Building Materials | en_US |
| dc.subject | Glued laminated timberTimber bridgeAssessmentProof load testReliability | en_US |
| dc.title | Assessment of damaged timber structures using proof load test-Experience from case studies | en_US |
| dc.type | Journal Article | en_US |
| dc.identifier.doi | doi.org/10.1016/j.conbuildmat.2015.07.010 | - |
| item.grantfulltext | none | - |
| item.fulltext | No Fulltext | - |
| Appears in Collections: | Faculty of Civil Engineering: Journal Articles | |
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