A study into isolves of channel flows

Download
093124.pdf
2000
Asma, Cem Ozan
Show full item record
63
views
0
downloads
https://hdl.handle.net/11511/6618
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

A Comparative Study on the Hyperelastic Constitutive Models for Rubber
Dal, Hüsnü (2018-10-25)
This paper presents a novel approach for comparison of constitutive models forrubber. Model parameters are identified by simultaneous fitting of a given data of a set ofhomogeneous experiments (uniaxial tension, equibiaxial tension, and pure shear, Figure 1) bymultiobjective optimization. Using these parameters, fitting error can be calculated. In thisstudy, however, quality of fit parameter, which represents the amount of error normalized bythe data, is calculated for unbiased comparison of models. 40 diff...
A comparative study on the strengthening of RC frames
Erdem, I; Akyuz, U; Ersoy, U; Ozcebe, G (2003-05-13)
In order to improve the behavior of buildings and in order to prevent total collapse, necessary amount of strengthening must be provided. The frame of the test specimen (1/3 scaled, 2-story, 3-bay) is detailed such that it has the common deficiencies of existing buildings in Turkey. Two types of strengthening techniques, namely introducing an infill RC wall, and CFRP strengthened hollow clay tile wall, are investigated. The test specimens are subjected to reversed cyclic quasi-static loading. By means of sp...
A numerical study on response factors for steel plate shear wall systems
Kurban, Can Ozan; Topkaya, Cem; Department of Civil Engineering (2009)
Design recommendations for steel plate shear wall (SPSW) systems have recently been introduced into seismic provisions for steel buildings. Response modification, overstrength, and displacement amplification factors for SPSW systems presented in the design codes were based on professional experience and judgment. A numerical study has been undertaken to evaluate these factors for SPSW systems. Forty four unstiffened SPSWs possessing different geometrical characteristics were designed based on the recommenda...
A numerical study on response factors for steel wall-frame systems
Arslan, Hakan; Topkaya, Cem (Wiley, 2010-11-01)
A numerical investigation was undertaken to evaluate the response of dual structural systems that consisting of steel plate shear walls and moment-resisting frames. The primary objective of the study was to investigate the influence of elastic base shear distribution between the wall and the frame on the global system response. A total of 10 walls and 30 wall frame systems, ranging from 3 to 15 stories, were selected for numerical assessment. These systems represent cases in which the elastic base shear res...
A numerical study on response factors for steel wall-frame systems
Arslan, Hakan; Topkaya, Cem; Department of Civil Engineering (2009)
A numerical study has been undertaken to evaluate the response of dual systems which consist of steel plate shear walls and moment resisting frames. The primary objective of the study was to investigate the influence of elastic base shear distribution between the wall and the frame on the global system response. A total of 10 walls and 30 wall-frame systems, ranging from 3 to 15 stories, were selected for numerical assessment. These systems represent cases in which the elastic base shear resisted by the fra...
Citation Formats
C. O. Asma, “A study into isolves of channel flows,” Middle East Technical University, 2000.
METU IIS - Integrated Information Service open@metu.edu.tr