R. Tuğrul Erdem

Betonarme Bir Elemanda Eğrilik Sünekliğinin İncelenmesi

In this study, investigation of curvature ductility of a reinforced concrete member and the factors which effect the ductility are purposed. Therefore, confined and unconfined concrete models are taken from studies in the literature and analysed one by one. Furthermore, the factors that effect the confinement behavior are also taken into consideration. An analysis program named SEMAp is used to investigate the ductility on reinforced concrete sections. Ductility values of 51 different specimen which are under the sway of different parameters are calculated by using moment-curvature diagrams by SEMAp analysis program. A new equation has been improved by using SAS statistic program with the help of the obtained results. At the last part of the study, effects of different parameters on ductility, are given with details. Moreover, it is detected that, the equation which is obtained after several verifications, gives acceptable results.