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dc.contributor.authorAkcay, CEMİL
dc.contributor.authorSayin, BARIŞ
dc.contributor.authorKarakas, AHMET SERTAÇ
dc.contributor.authorYildizlar, Barış
dc.date.accessioned2021-03-03T13:52:40Z
dc.date.available2021-03-03T13:52:40Z
dc.date.issued2014
dc.identifier.citationYildizlar B., Sayin B., Karakas A. S. , Akcay C., "Structural damage caused to RC buildings by tunnelling work", GRADEVINAR, cilt.66, sa.7, ss.643-651, 2014
dc.identifier.issn0350-2465
dc.identifier.otherav_368d0a9a-684f-4227-b6c1-40f456326a18
dc.identifier.othervv_1032021
dc.identifier.urihttp://hdl.handle.net/20.500.12627/40814
dc.identifier.urihttps://doi.org/10.14256/jce.1057.2014
dc.description.abstractStructural damages to RC (Reinforced concrete) buildings occasionally occur as a consequence of sudden ground movements. One of these is effect of tunnel excavation on the structures and the design process should be carried out by taking the effect into account. In this study, the structural damages caused by the Impact of sudden movement emanating at the ground were investigated for a selected hospital building. Within the scope of this study, it was aimed to obtain the most accurate data by combining different engineering disciplines through a comprehensive approach.
dc.language.isoeng
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik ve Teknoloji
dc.subjectMÜHENDİSLİK, SİVİL
dc.subjectMühendislik
dc.subjectİnşaat Mühendisliği
dc.titleStructural damage caused to RC buildings by tunnelling work
dc.typeMakale
dc.relation.journalGRADEVINAR
dc.contributor.departmentİstanbul Üniversitesi , Mühendislik Fakültesi , İnşaat Mühendisliği
dc.identifier.volume66
dc.identifier.issue7
dc.identifier.startpage643
dc.identifier.endpage651
dc.contributor.firstauthorID101761


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