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EMU I-REP >
02 Faculty of Engineering >
Department of Civil Engineering >
CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering >
Please use this identifier to cite or link to this item:
http://hdl.handle.net/11129/3008
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| Title: | Post-Northridge connection with modified beam end configuration to enhance strength and ductility |
| Authors: | Hedayat, Amir A.
Çelikağ, Mürüde
Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering
TR220258 |
| Keywords: | Ductility Strength
Panel zone
Post-Northridge connection |
| Issue Date: | 2009 |
| Publisher: | Elsevier |
| Abstract: | In order to enhance the strength and ductility of post-Northridge connections with beam depths varying
from 450 mm to 912 mm, two parallel horizontal long voids were opened on their beams web. Results
showed that the proposed beam end configuration (BEC) is effective in moving the plastic hinge away from
the column face. Adding web stiffeners and two tubes at the center of voids were effective in preventing
excessive beam flange/web buckling. Based on the analytical results a step by step design procedure is
proposed to determine the most suitable geometry for the BEC to achieve adequate connection strength
and ductility. |
| Description: | Due to copyright restrictions, the access to the publisher version (published version) of this article is only available via subscription. You may click URI and have access to the Publisher Version of this article through the publisher web site or online databases, if your Library or institution has subscription to the related journal or publication. |
| URI: | http://dx.doi.org/10.1016/j.jcsr.2009.03.007
http://hdl.handle.net/11129/3008 |
| ISSN: | 0143-974X (print) |
| Appears in Collections: | CE – Journal Articles: Publisher & Author Versions (Post-Print Author Versions) – Civil Engineering
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