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Toplam kayıt 119, listelenen: 101-110
Flexural behavior of RC beams with regular square or circular web openings
(Elsevier Sci Ltd, 2013)
This paper presents a study aimed at investigating the influence of multiple web openings along the length of an RC beam on its flexural behavior. A total of nine rectangular beams were tested. Diagonal reinforcement around ...
Soil-structure interaction analysis of cable-stayed bridges for spatially varying ground motion components
(Elsevier Sci Ltd, 2012)
In this study, it is intended to determine the effects of soil-structure interaction (SSI) and spatially varying ground motion on the dynamic characteristics of cable-stayed bridges. For this purpose, ground motion time ...
A numerical and analytical study on distortional buckling of doubly-symmetric steel I-beams
(Elsevier Sci Ltd, 2012)
This study investigates the effect of web distortions in a lateral distortional buckling mode on the buckling moments of doubly-symmetric steel I-beams. Analytical buckling moment expressions applicable to both elastic and ...
Investigation of the effect of spatially varying ground motion components on the dynamic behaviour of cable-stayed bridges depending on soil conditions
(Gazi Univ, Fac Engineering Architecture, 2012)
In this study, it is aimed to investigate the dynamic characteristics of cable-stayed bridges with respect to the spatially varying ground motion components of wave-passage and incoherence effects. While examining the ...
Performance of cement mortars replaced by ground waste brick in different aggressive conditions
(Univ Chemistry & Technology, Prague, 2011)
This article investigates the sulphate resistance of cement mortars when subjected to different exposure conditions. Cement mortars were prepared using ground waste brick (GWB) as a pozzolanic partial replacement for cement ...
Use of steel fiber reinforced mortar for seismic strengthening
(Elsevier Sci Ltd, 2011)
The objective of this research was to develop an economical, structurally effective, and practically applicable steel fiber reinforced mortar (SFRM) which could be applied onto the hollow brick infills of a reinforced ...
Strengthening of deficient RC frames with high strength concrete panels: an experimental study
(Techno-Press, 2011)
An economic, structurally effective and practically applicable strengthening technique was developed for reinforced concrete (RC) framed buildings. The idea of the technique is to convert the existing hollow brick infill ...
Seismic strengthening of reinforced concrete frames by precast concrete panels
(Ice Publ, 2011)
An innovative occupant-friendly retrofitting technique has been developed for reinforced concrete (RC)-framed structures which constitute the major portion of the existing building stock. The idea is to convert the existing ...
An experimental study on spiral columns
(Gazi Univ, Fac Engineering Architecture, 2011)
In this study, minimum confinement reinforcement requirement of spiral columns under combined bending and axial load was investigated. Since the object of this study was to test the equation proposed by Ersoy and Ozcebe ...
The Effect of Steel Plates with Shear Studs for Weak Column-Strong Beam Connections in the Reinforced Concrete Structures under Earthquake Effect
(Wiley, 2011)
In this study, the effect of steel plates with shear studs used in the weak columnstrong beam connections was investigated both experimentally and analytically. Five RC specimens were tested under cyclic loading in the ...