A Circular Beam on a Wieghardt Type Elastic Foundation

Celep, Zekai

dc.date.accessioned	2021-09-01T12:42:04Z
dc.date.available	2021-09-01T12:42:04Z
dc.date.issued	1979
dc.identifier.uri	https://hdl.handle.net/20.500.12619/96317
dc.description	Bu yayın 06.11.1981 tarihli ve 17506 sayılı Resmî Gazete’de yayımlanan 2547 sayılı Yükseköğretim Kanunu’nun 4/c, 12/c, 42/c ve 42/d maddelerine dayalı 12/12/2019 tarih, 543 sayılı ve 05 numaralı Üniversite Senato Kararı ile hazırlanan Sakarya Üniversitesi Açık Bilim ve Açık Akademik Arşiv Yönergesi gereğince açık akademik arşiv sistemine açık erişim olarak yüklenmiştir.
dc.description.abstract	SUMMARY: Starting from the two-dimensional formulation of the Wieghardt type elastic foundation, the deflection of the foundation subjected to an arbitrarily distributed circular load is obtained hy the method of harmonic anaiysis. Based on this study, the solution is given in the form of the Fourier series for the problem of circular beam resting on a Wieghardt type elastic foundation and subjected to an arbitrarily distributed load. Numerical results are presented for the two cases of contcentrated loadings.
dc.language	English
dc.language.iso	eng
dc.publisher	Sakarya Devlet Mühendislik ve Mimarlık Akademisi
dc.rights	info:eu-repo/semantics/openAccess
dc.title	A Circular Beam on a Wieghardt Type Elastic Foundation
dc.type	Article
dc.identifier.startpage	87
dc.identifier.endpage	99
dc.relation.journal	Sakarya Devlet Mühendislik ve Mimarlık Akademisi Bülteni
dc.identifier.issue	5
dc.contributor.author	Celep, Zekai