Stress–strain model for high-strength concrete tied columns under concentric compression

HO Koksal, A Erdogan - Structures, 2021 - Elsevier
Providing accurate constitutive stress–strain relationships for confined concrete can
increase the reliability of the moment curvature (MC) analyses in the displacement-based …

Elastoplastic finite element analysis of masonry shear walls

HO Koksal, B Doran, AO Kuruscu, A Kocak - KSCE Journal of Civil …, 2016 - Springer
Masonry is the most important construction material in Turkey. It has been used for public
and residential buildings in the past several thousand years. A great number of well …

Elastoplastic finite-element analysis of FRP-confined masonry columns

HO Köksal, S Aktan, AO Kuruşçu - Journal of Composites for …, 2012 - ascelibrary.org
The focus of the work described in this paper is on the development of a practical Drucker-
Prager (DP) type constitutive model for the nonlinear finite-element analysis (NLFEA) of fiber …

Experimental and numerical investigation of walls strengthened with fiber plaster

H Basaran, A Demir, M Bagci, S Ergun - Structural engineering and …, 2015 - dbpia.co.kr
The topic of this study is to investigate behaviors of masonry walls strengthened with
reinforced fiber plaster under diagonal tensile loads. Full blend brick $100 {\times} 50 …

Modeling aspects concerning the axial behavior of RC columns

HO Korsal, T Turgay, C Karakoç, S Ayçenk - WIT Trans. Eng. Sci, 2011 - books.google.com
This paper is concerned with the axial behavior of the RC columns. Stress-strain
relationships of experimentally tested RC columns under concentric loading are compared …

[PDF][PDF] Modeling of the Shear Behavior of Unreinforced and Strengthened Masonry Walls

HO Köksal, O Jafarov, B Doran, C Karakoç - Proceedings of the 15 WCEE …, 2012 - iitk.ac.in
Masonry is a well-known composite material that is being extensively used throughout the
world due to its accessibility, functionality and in many instances relatively low cost, but has …

Strengtening R/C and masonry structures with fiber reinfirced polymers in disaster areas

B Doran, HO Koksal, B Akbas - Engaging the Public to Fight the …, 2015 - ebooks.iospress.nl
This paper presents the use of fiber reinforced polymers (FRP) for strengthening reinforced
concrete (R/C) and masonry structures in disaster areas. FRPs have gained rapid popularity …

[PDF][PDF] Numeričko-eksperimentalna analiza nosivosti centrično pritisnutih AB stubova

A Landović, M Bešević - Konferencija Savremena dostignuća u …, 2016 - gf.uns.ac.rs
Rezime: U radu su prikazani rezultati računskog simuliranja ponašanja centrično pritisnutih
kratkih AB stubova. Nelinearna analiza sprovedena je na numeričkom modelu razvijenom …

Residual Bearing Capacity of Reinforced Concrete Columns after Close-In Detonations: Experimental and Numerical Residual Bearing Capacity of Reinforced …

M Arlery, C Pontiroli - iieta.org
Residual Bearing Capacity of Reinforced Concrete Columns after Close-In Detonations:
Experimental and Numerical | IIETA Skip to main content Home About About Iieta Policies Services …

Wave load resistance of high strength concrete slender column subjected to eccentric compression

M Jayakumar, BV Rangan - … Engineering and Mechanics, An Int'l …, 2014 - dbpia.co.kr
A computer based iterative numerical procedure has been developed to analyse reinforced
high strength concrete columns subjected to horizontal wave loads and eccentric vertical …