A Study on the minimum confinement in spiral columns

Dinçer, Sarp


A Study on Mixing by Histogram Analysis
Karaaslan, Hasan; Aşkun, Cengiz Savaş (1993-09-20)
A Study on the tensile strength of compacted Ankara clay and kaolin clay
Dağar, Volkan; Çokça, Erdal; Department of Civil Engineering (2017)
Tensile strength of clay, is a major mechanical parameter and is the main controlling parameter of tensile crack development which is generally encountered in geostructures. The researches to determine the tensile strength of clays are very limited. There are two kinds of methods which are used to measure the tensile strength of soils and these are named as, indirect and direct methods. In this experimental study, a direct tensile test apparatus was developed for measurement and understanding of the tensile...
A study of short- range order in ternary alloys in the pseudopotential approximation
Mehrabov, Amdulla (1994-07-01)
A study on the discretization of fractional Brownian motion
Coşkun, Buket; Vardar Acar, Ceren; Demirtaş, Hakan (2020-12-01)
In this study, we first discretize the fractional Brownian motion in time and observe multivariate Gaussian random variables (mGrv) to have a fractional Gaussian noise (fGn). Afterwards, we have discretized this discrete time process in space using a discretization proportion p and observe a random walk. We carry out this simulation study to foresee whether the correlated random walk using certain discretization parameters p behave similar to fBm. Based on this simulation study, we conclude on two important...
A numerical study on beam stability in eccentrically braced frames
Yiğitsoy, Gül; Topkaya, Cem; Department of Civil Engineering (2010)
A two-phase research program was undertaken numerically to assess the behavior of the beam outside of the link that is designed for overstrength of the link in eccentrically braced frames (EBFs). In the first phase, software was developed to conduct a statistical analysis of the typical cases designed according to the AISC Seismic Provisions for Structural Steel Buildings. In this analysis, it was noticed that most of the statistically analyzed cases do not satisfy the code requirement provided for overstre...
Citation Formats
S. Dinçer, “A Study on the minimum confinement in spiral columns,” Middle East Technical University, 1999.