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dc.contributor.authorBrownjohn, James
dc.contributor.authorDumanoglu, AA
dc.contributor.authorSevern, RT
dc.date.accessioned2016-02-02T10:38:00Z
dc.date.issued1992
dc.description.abstractAmbient accelerations due to dynamic excitation by wind and traffic were measured on the deck, towers, cables and hangers of the Fatih suspension bridge. From these measurements it was possible to obtain natural frequencies, mode shapes and damping ratios for vertical, lateral, torsional and associated modes in the deck and tower up to a maximum of 2 Hz. The objective of the test was to validate the mathematical modelling used in seismic analyses of the bridge. The agreement between the experimental and theoretical modes was acceptable for vertical modes below 1 Hz, and for torsional modes, but it was difficult to identify the lateral modes due to low levels of response. The dynamic behaviour of this bridge and two other major European suspension bridges is discussed in relation to the differences in loading and structural design.en_GB
dc.identifier.citationVol. 21, pp. 907 - 924en_GB
dc.identifier.doi10.1002/eqe.4290211005
dc.identifier.urihttp://hdl.handle.net/10871/19507
dc.language.isoenen_GB
dc.publisherWileyen_GB
dc.relation.urlhttp://onlinelibrary.wiley.com/journal/10.1002/%28ISSN%291096-9845en_GB
dc.titleAmbient vibration survey of the Fatih Sultan Mehmet (Second Bosporus) Suspension Bridgeen_GB
dc.typeArticleen_GB
dc.date.available2016-02-02T10:38:00Z
dc.identifier.issn0098-8847
dc.descriptionarticleen_GB
dc.descriptionThis is the peer reviewed version of the following article: Ambient vibration survey of the fatih sultan mehmet (second Bosporus) suspension bridge, Earthquake Engineering & Structural Dynamics, Volume 21, Issue 10 1992, Pages 907–924 which has been published in final form at http://onlinelibrary.wiley.com/doi/10.1002/eqe.4290211005/abstract. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving."en_GB
dc.identifier.eissn1096-9845
dc.identifier.journalEarthquake Engineering and Structural Dynamicsen_GB


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