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Response of laterally loaded group shafts for bridge foundations in cohesionless soils using a 3D FE soil-structure model

dc.contributor.authorNajm, Husam
dc.contributor.authorBEZGİN, NİYAZİ ÖZGÜR
dc.contributor.authorNassif, Hani
dc.date.accessioned2021-03-05T07:59:16Z
dc.date.available2021-03-05T07:59:16Z
dc.identifier.citationBEZGİN N. Ö. , Najm H., Nassif H., "Response of laterally loaded group shafts for bridge foundations in cohesionless soils using a 3D FE soil-structure model", BRIDGE STRUCTURES: ASSESSMENT, DESIGN and CONSTRUCTION, cilt.4, ss.111-119, 2008
dc.identifier.othervv_1032021
dc.identifier.otherav_96989c3b-5b17-49a0-b805-c8e768129685
dc.identifier.urihttp://hdl.handle.net/20.500.12627/101378
dc.identifier.urihttp://www.tandfonline.com/doi/full/10.1080/15732480802399409#abstract
dc.language.isoeng
dc.subjectMühendislik
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik ve Teknoloji
dc.titleResponse of laterally loaded group shafts for bridge foundations in cohesionless soils using a 3D FE soil-structure model
dc.typeMakale
dc.relation.journalBRIDGE STRUCTURES: ASSESSMENT, DESIGN and CONSTRUCTION
dc.contributor.department, ,
dc.identifier.volume4
dc.identifier.startpage111
dc.identifier.endpage119
dc.contributor.firstauthorID605419


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