| Computer Aıded Desıng Of Cırcular Cylınder Structural Elements Under Axısymetrıcal Loadıng
A method based on classical shell and plate theories for elastic analysis of cylindrical structural elements subjected to axially symmetrical loading and post-tensioning loads is examined in this study. Analysing of structures which contains structural elements such as spherical dome, circular roof plate, cylindrical wall, top and bottom ring beams is projected. Analysis process is being made by using flexibility theory which is one of the structural analysing theories. Storing the flexibility coefficients of structural elements to the system flexibility matrix, constitute basic part of the algorithm of computer program. Classical shell, plate and ring beam theories are used to obtain flexibility coefficients. Introducing a numerical analyzing technique which make it possible to analysis the short cylindrical wall takes an important part of the study which needs to be emphasize.
CENGİZOĞLU Harun ,
Danışman : Doç.Dr. Namık Kemal ÖZTORUN
Anabilim Dalı : İnşaat Müh.
Programı :
Mezuniyet Yılı : 2006
Tez Savunma Jürisi : Doç.Dr.Namık Kemal ÖZTORUN (Danışman)
Prof.Dr.S. Feyza ÇİNİÇİOĞLU
Doç.Dr. Fahriye KILINÇKALE
Prof.Dr. Ali KAHRİMAN
Yrd.Doç.Dr. Turgay COŞGUN
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