Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Z. Canan Girgin"'
Autor:
Aygül Ceylan, Z Canan Girgin
Publikováno v:
Megaron, Vol 14, Iss 4, Pp 521-529 (2019)
Cross-Laminated Timber (CLT) is an innovative industrial wood product, especially as a structural wall in order to meet the rigidity and strength requirements in multi-storey timber buildings. CLT members are assembled with metal connectors (angle br
Externí odkaz:
https://doaj.org/article/4b7e90ee6c234b8b963b81f54b8c737f
Autor:
H. Merve Tuncer, Z. Canan Girgin
Publikováno v:
Materials and Structures. 56
Autor:
Z. Canan Girgin
Publikováno v:
Construction and Building Materials. 192:70-84
In this study, the effects of pozzolanic admixtures (ground granulated blast furnace slag, nano-clay, metakaolin) are investigated in chopped basalt fibre cementitious composites (BRC). First, the variations in compressive strengths and flexural char
Autor:
Z. Canan Girgin, Aygul Ceylan
Publikováno v:
Construction and Building Materials. 238:117742
As a fastener type, the galvanized annular ring nails are common in timber engineering. Nowadays, partially resin or fully phosphate coated annular nails are used as well. In this study, the withdrawal resistance of those nails, whose holding capacit
Akademický článek
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Publikováno v:
Materials and Structures. 47:1115-1130
In this study, the normality condition of the plastic strain vector to the yield surface utilized for elastic-perfectly plastic materials is investigated for reinforced concrete (RC) sections. If the plastic strain vector can be assumed outward norma
Autor:
Z. Canan Girgin, Konuralp Girgin
Publikováno v:
Canadian Journal of Civil Engineering. 33:278-293
A generalized numerical method is proposed to derive the static and dynamic stiffness matrices and to handle the nodal load vector for static analysis of non-uniform Timoshenko beam–columns under several effects. This method presents a unified appr
Autor:
Konuralp Girgin, Z. Canan Girgin
Publikováno v:
Engineering Structures. 27:1373-1384
This paper presents a generalized numerical method which is based on the well-known Mohr method. Static or dynamic stiffness matrices, as well as nodal load vectors for the static case, of non-uniform members are derived for several effects. The meth
Autor:
Z. Canan Girgin
Publikováno v:
ACI Structural Journal. 106
This study addresses the extension of a failure criterion developed for rock data to small or near full-size circular concrete columns confined by different materials. Initially, a wide range database on small-scale specimens confined by fiber-reinfo