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INVESTIGATION OF SEISMIC BEHAVIOR OF VERTICAL BLOCK TYPE QUAY WALL

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dc.contributor.authorYuksel, Zeynep Tugce
dc.contributor.authorOzkan Cevik, Esin
dc.date.accessioned2026-06-27T14:05:59Z
dc.date.issued2016
dc.description.abstractBlock type quay walls are widely used port structures in the world. In this study two types of vertical block type quay walls with different block size exposed to seismic loading were investigated experimentally. The block ratios of Type I and Type II vertical wall models are B/H=2 and 1.5, respectively. Each wall had six blocks. The tests were conducted in the shaking tank with two different harmonic seismic loadings and the behaviors of these two walls were investigated comparatively.en
dc.identifier.eissn1304-7191
dc.identifier.endpage163
dc.identifier.issn1304-7205
dc.identifier.issue2
dc.identifier.startpage153
dc.identifier.urihttps://hdl.handle.net/20.500.14981/56982
dc.identifier.volume7
dc.identifier.wos000408131200003
dc.language.isotur
dc.publisherYILDIZ TECHNICAL UNIV
dc.relation.ispartofSIGMA JOURNAL OF ENGINEERING AND NATURAL SCIENCES-SIGMA MUHENDISLIK VE FEN BILIMLERI DERGISI
dc.subjectBlock type structure
dc.subjectquay wall
dc.subjectseismic behavior
dc.subjectshaking tank
dc.subjectEngineering
dc.titleINVESTIGATION OF SEISMIC BEHAVIOR OF VERTICAL BLOCK TYPE QUAY WALL
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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