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Comparative study of wind loading on telecommunication masts according to DIN 4131 and Eurocode 3 [Vergleichende untersuchungen zur windbelastung auf freistehende telekomunikationsmasten nach DIN 4131 und Eurocode 3]

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dc.contributor.author Dasiou, M-E en
dc.contributor.author Vayas, I en
dc.contributor.author Efthymiou, E en
dc.date.accessioned 2014-03-01T01:59:40Z
dc.date.available 2014-03-01T01:59:40Z
dc.date.issued 2010 en
dc.identifier.issn 00389145 en
dc.identifier.uri http://hdl.handle.net/123456789/29014
dc.subject.other Comparative studies en
dc.subject.other Eurocode 3 en
dc.subject.other Eurocodes en
dc.subject.other Principal action en
dc.subject.other Stability verification en
dc.subject.other Steel masts en
dc.subject.other Wind loading en
dc.title Comparative study of wind loading on telecommunication masts according to DIN 4131 and Eurocode 3 [Vergleichende untersuchungen zur windbelastung auf freistehende telekomunikationsmasten nach DIN 4131 und Eurocode 3] en
heal.type journalArticle en
heal.identifier.primary 10.1002/stab.200901283 en
heal.identifier.secondary http://dx.doi.org/10.1002/stab.200901283 en
heal.publicationDate 2010 en
heal.abstract Wind is the principal action for the design of self-supporting lattice steel masts. After the introduction of the Eurocodes on March 2010, wind loading shall be determined according to Eurocode instead of DIN 4131, applicable also in Greece. New antennas are constantly placed on masts, which are used for telecommunication purposes, so that new strength and stability verifications according to the valid Codes are continuously needed. This paper presents comparative studies on the wind loading and their effects according to DIN and the Eurocodes. It is shown that the design forces according to Eurocode, dependent on the importing data related to the topography, the reliability class etc., can be smaller or larger than the corresponding ones resulting from DIN. © Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG. en
heal.journalName Stahlbau en
dc.identifier.doi 10.1002/stab.200901283 en
dc.identifier.volume 79 en
dc.identifier.issue 1 en
dc.identifier.spage 19 en
dc.identifier.epage 24 en


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