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EFFECT OF DOUBLE-SLOTTED BEAMS ON THE FRAME BEHAVIOR
Date
2017-06-09
Author
Aldemir, Alper
Aydın, Beyazıt Bestami
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Double-slotted beam (DSB) system has recently been analyzed as a possible method to generate desirable ductility and to prevent damage penetration inside the beam-column joints. In this system, the only modification is on the beam geometry and the other RC elements are similar to the conventional RC construction. The slots placed at the both ends of the RC beams enhance the ductility of the RC beams and if the slots are designed to be located some distance apart from the column face, they also prevent joint failures under the effect of extreme demands. The other advantage of this system is that the construction stages of DSB system is no different than the one utilized during conventional RC construction. Therefore, this system is a good candidate for practical applications. This study will begin with a brief summary of DSB system. Then, the effect of DSB on the performance and behavior of RC frames will be investigated. To this end, numerical models will be generated for both DSB and conventional RC frame systems. After that, the effects of DSB on the seismic properties, lateral stiffness and lateral capacity curve of RC frames will be examined in detail by performing modal and pushover analyses.
URI
http://www.vsu.bg/index.php?lang=enpid=301
https://hdl.handle.net/11511/79178
Conference Name
17. International Scientific Conference, 8 - 09 Haziran 2017
Collections
Department of Civil Engineering, Conference / Seminar
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A. Aldemir and B. B. Aydın, “EFFECT OF DOUBLE-SLOTTED BEAMS ON THE FRAME BEHAVIOR,” presented at the 17. International Scientific Conference, 8 - 09 Haziran 2017, Sofia, Bulgaria, 2017, Accessed: 00, 2021. [Online]. Available: http://www.vsu.bg/index.php?lang=enpid=301.
