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dc.contributor.authorUTKU, Mükerrem
dc.contributor.authorOztorun, Namık Kemal
dc.date.accessioned2021-03-04T07:44:40Z
dc.date.available2021-03-04T07:44:40Z
dc.identifier.citationOztorun N. K. , UTKU M., "Computer aided design of post-tensioned concrete reservoirs", COMPUTERS & STRUCTURES, cilt.80, ss.2195-2207, 2002
dc.identifier.issn0045-7949
dc.identifier.othervv_1032021
dc.identifier.otherav_5fae4377-67de-470e-a278-d3340f5b0d5b
dc.identifier.urihttp://hdl.handle.net/20.500.12627/66809
dc.identifier.urihttps://doi.org/10.1016/s0045-7949(02)00244-4
dc.description.abstractA computer method based on the classical shell and plate theories is presented for the elastic analysis of cylindrical water tanks subjected to axisymmetrical loading and post-tensioning loads. A spherical dome or circular plate roof, cylindrical container, top and bottom ring beams together with a circular plate foundation are considered as possible components of a water tank in the flexibility formulation. Classical shell, plate, and ring beam theories are used to obtain flexibility coefficients. A computer program has been developed based on this formulation and successfully used in the design of post-tensioned concrete water tanks with diameters of 80 m built in Saudi Arabia. (C) 2002 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.
dc.language.isoeng
dc.subjectİnşaat Mühendisliği
dc.subjectMühendislik ve Teknoloji
dc.subjectBilgisayar Bilimleri
dc.subjectBilgisayar Grafiği
dc.subjectMühendislik
dc.subjectMÜHENDİSLİK, SİVİL
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectBilgisayar Bilimi
dc.subjectBİLGİSAYAR BİLİMİ, İNTERDİSİPLİNER UYGULAMALAR
dc.titleComputer aided design of post-tensioned concrete reservoirs
dc.typeMakale
dc.relation.journalCOMPUTERS & STRUCTURES
dc.contributor.departmentİstanbul Üniversitesi , ,
dc.identifier.volume80
dc.identifier.startpage2195
dc.identifier.endpage2207
dc.contributor.firstauthorID12842


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