Seismic evaluation of Bolu viaduct 1

Candan, B. Tolga.

Arşiv ve Dokümantasyon Merkezi Dijital Arşivi Ana Sayfası
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dc.contributor	Graduate Program in Earthquake Engineering.
dc.contributor.advisor	Aydınoğlu, M. Nuray.
dc.contributor.author	Candan, B. Tolga.
dc.date.accessioned	2023-03-16T12:55:09Z
dc.date.available	2023-03-16T12:55:09Z
dc.date.issued	2006.
dc.identifier.other	EQE 2006 C36
dc.identifier.uri	http://digitalarchive.boun.edu.tr/handle/123456789/18272
dc.description.abstract	A thesis is presented on the seismic evaluation of a viaduct using non-linear analysistechniques. The Bolu viaduct is a 2-3 km long seismically isolated structure with two parallelbridges each with a span length of 39.2 m and pier height of maximum 49 m that was nearly complete when it was struck by the 1999 Duzce earthquake in Turkey. With the design basedon AASHTO standards, it suffered complete failure of the seismic isolation system andnarrowly avoided total collapse due to excessive superstructure moment. After investigationsthe retrofit of the viaduct had been decided due to the study carried out by Michele Calvi and J. Nigel Priestley. This thesis concentrates on the retrofitted structure of Viaduct 1 by non-linear time historyanalysis.
dc.format.extent	30cm.
dc.publisher	Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake research Institute, 2006.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Bridges -- Earthquake effects -- Turkey.
dc.subject.lcsh	Viaducts -- Turkey.
dc.subject.lcsh	Earthquake resistant design -- Turkey.
dc.title	Seismic evaluation of Bolu viaduct 1
dc.format.pages	xi, 124 leaves;