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http://hdl.handle.net/20.500.12188/3711| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Zdraveski, Filip | en_US |
| dc.contributor.author | Mickoski, Hristijan | en_US |
| dc.date.accessioned | 2019-10-24T12:53:35Z | - |
| dc.date.available | 2019-10-24T12:53:35Z | - |
| dc.date.issued | 2015-05 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/3711 | - |
| dc.description.abstract | This paper explores the possibilities of the Eurocode EN 1991-1-4 to be used to predict the response of structures with installed dynamic vibration absorber or TMD.The analysis is performed in a way that Davenport model is used to conduct theoretical calculation, and then is made calculation according to Eurocode procedure 2. Finally, results from both methods are compared. Floor displacements, accelerations, aerodynamical damping of structure and compliance to serviceability criteria ISO 10137:2007 is being calculated. In the end, remarks concerning the usability of the EN standard for predicting wind response of wind susceptible structures are given on the basis of calculated results from both methods. | en_US |
| dc.language.iso | en | en_US |
| dc.relation.ispartof | TEM Journal | en_US |
| dc.relation.ispartofseries | Vol.4;No.2 | - |
| dc.subject | wind response, tall structure, TMD, eurocode, serviceability criteria | en_US |
| dc.title | Theoretical Calculation of Wind Response of Tall Structure with TMD and Comparison with Eurocode EN 1991-1-4 Procedure 2 | en_US |
| dc.type | Journal Article | en_US |
| item.fulltext | No Fulltext | - |
| item.grantfulltext | none | - |
| crisitem.author.dept | Faculty of Mechanical Engineering | - |
| crisitem.author.dept | Faculty of Mechanical Engineering | - |
| Appears in Collections: | Faculty of Mechanical Engineering: Journal Articles | |
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