Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/1482| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Nakov, D., Markovski, G., Mark, P., Arangjelovski, T. | en_US |
| dc.date.accessioned | 2019-02-28T10:02:54Z | - |
| dc.date.available | 2019-02-28T10:02:54Z | - |
| dc.date.issued | 2015-06 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/1482 | - |
| dc.description.abstract | During the past 12 years, research project regarding time-dependent behavior of concrete elements is ongoing continuously at the Faculty of Civil engineering in Skopje. Experiments were performed on different types of concrete: prestressed, normal and high strength and steel fibre reinforced concrete, with various loading histories. The time-dependent changes in strains, deflections and crack widths were observed in a period of 400 days. This paper presents the effects of variable load on time-dependent behaviour of different types of concrete elements and proposes methodology for determination of coefficient ψ2. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | University Ss. Cyril and Methodius, Faculty of Civil Engineering-Skopje | en_US |
| dc.relation.ispartof | Scientific Journal of Civil Engineering, Volume 4, Issue 1 | en_US |
| dc.relation.ispartofseries | Volume 4;Issue 1 | - |
| dc.subject | coefficient ψ2, experiment, long-term variable load | en_US |
| dc.title | Determination of the coefficient psi2 to define long-term effects on concrete elements under variable load | en_US |
| dc.type | Journal Article | en_US |
| item.fulltext | With Fulltext | - |
| item.grantfulltext | open | - |
| Appears in Collections: | Faculty of Civil Engineering: Journal Articles | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| SJCF_2015_Nakov.pdf | 1.51 MB | Adobe PDF |  View/Open |
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