000009197 001__ 9197
000009197 005__ 20141204092417.0
000009197 04107 $$aeng
000009197 046__ $$k12/05/2014
000009197 100__ $$aGuran, A.
000009197 24500 $$aNon-linear finite element analysis of circular reinforced concrete columns retrofitted by steel jackets

000009197 24630 $$n18.$$pEngineering Mechanics 2012
000009197 260__ $$bInstitute of Theoretical and Applied Mechanics, AS CR, Prague
000009197 506__ $$arestricted
000009197 520__ $$2eng$$aThis paper after a review of confinement methods for strengthening reinforced concrete structures uses a finite element technique to study the nonlinear behavior of circular reinforced concrete retrofitted with steel jackets under cyclic loading. Optimal thicknesses of the steel jackets are obtained and tabulated according to the geometry of columns. The numerical results are compared to experimental results of Priestley et al (1996) and Hwang and Kuo (2000).

000009197 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009197 653__ $$asteel jacket, shear strength, finite element method, reinforced concrete column

000009197 7112_ $$aEngineering Mechanics 2012$$cSvratka (CZ)$$d12/05/2014 - 15/05/2014$$gEM2012
000009197 720__ $$aGuran, A.$$iZakariaey, M.
000009197 8560_ $$ffischerc@itam.cas.cz
000009197 8564_ $$s207411$$uhttps://invenio.itam.cas.cz/record/9197/files/121_Guran_A-FT.pdf$$yOriginal version of the author's contribution as presented on CD, paper (No. 121).
000009197 962__ $$r8924
000009197 980__ $$aPAPER