A computer program for linear analysis of two-dimensional semi-rigid frames

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dc.authorid0000-0002-7282-6413en_US
dc.authorid0000-0002-4357-0009en_US
dc.authorid0000-0002-5779-736Xen_US
dc.contributor.authorÇetin, Senem Yılmaz
dc.contributor.authorGörgün, Halil
dc.contributor.authorKaya, Derman
dc.date.accessioned2022-07-05T13:07:54Z
dc.date.available2022-07-05T13:07:54Z
dc.date.issued2022en_US
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractIt is usual to assume that a displacement caused at any point in a structure is linearly dependent on the magnitude of the loads applied. This paper focuses on the linear analysis of 2-D frames with flexural connected beam-column members considering shear displacements. A computer program was written in MATLAB for this purpose. To achieve the above purpose, first, the element stiffness matrix with linear flexural springs at its ends has been obtained by using relevant differential equations, considering shear deformations. In the analysis of the stiffness methods, it has been observed that the loading vector can be obtained by means of the loads applied between the joint points. It is found that the presents of an axial load in a member affect the values of the fixed-end forces, and these are the subject of another paper. For linear cases, the semi-rigid end forces have been obtained for a uniformly distributed load, an unsymmetrical point load, a linearly distributed load, an unsymmetrical trapezoidal distributed load, and an unsymmetrical triangular distributed load. To prove the validity of the computer program, some problems in the literature have been solved differently. There was a good agreement between the relevant results.en_US
dc.identifier.citationÇetin, S. Y., Güngör, H. ve Kaya, D. (2022). A computer program for linear analysis of two-dimensional semi-rigid frames. Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi, 13(2), 351-358.en_US
dc.identifier.doi10.24012/dumf.1087793
dc.identifier.endpage358en_US
dc.identifier.issn1309-8640
dc.identifier.issn2146-4391
dc.identifier.issue2en_US
dc.identifier.startpage351en_US
dc.identifier.urihttps://dergipark.org.tr/tr/download/article-file/2309496
dc.identifier.urihttps://hdl.handle.net/11468/10119
dc.identifier.volume13en_US
dc.institutionauthorÇetin, Senem Yılmaz
dc.institutionauthorGörgün, Halil
dc.institutionauthorKaya, Derman
dc.language.isoenen_US
dc.publisherDicle Üniversitesi Mühendislik Fakültesien_US
dc.relation.ispartofDicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectStiffness matrixen_US
dc.subjectSemi-rigid connectionsen_US
dc.subjectComputer programen_US
dc.titleA computer program for linear analysis of two-dimensional semi-rigid framesen_US
dc.titleA computer program for linear analysis of two-dimensional semi-rigid frames
dc.typeArticleen_US

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