Non-linear finite element analysis of reinforced concrete frames with masonry filler walls

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Alper, Hüsamettin.
dc.contributor.author	Kıvanç, Faik.
dc.date.accessioned	2023-03-16T10:53:25Z
dc.date.available	2023-03-16T10:53:25Z
dc.date.issued	1982.
dc.description.abstract	An incremental non-linear finite element program taking into consideration the nonlinear behaviour and failure of mor, tar joints in masonry is developed and applied to the analysis of reinforced concrete frames with masonry filler walls. Tension cracks in reinforced concrete frame and brick elements are taken into consideration also . A railura criterion is adopted for mortar joint elements to simulate their failure. Several failure criteria,material properties of roortar and loading types are used to study their effects.Resulting crack patt6rns and load deflection curvea are presented.
dc.format.extent	30 cm.
dc.format.pages	45 leaves;
dc.identifier.other	CE 1982 K65
dc.identifier.uri	https://hdl.handle.net/20.500.14908/14136
dc.publisher	Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1982.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Reinforced concrete construction.
dc.subject.lcsh	Finite element method.
dc.subject.lcsh	Structural frames.
dc.subject.lcsh	Masonry.
dc.title	Non-linear finite element analysis of reinforced concrete frames with masonry filler walls

Files

Now showing 1 - 1 of 1