Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5171
Title: Effect of infill walls on the drift behavior of reinforced concrete frames subjected to lateral-load reversals
Authors: Dönmez, Cemalettin
Çankaya, Mehmet Alper
Keywords: Infill
Cyclic load
Mode shapes
Concretes
Inter-story drift ratios
Reinforced concrete
Publisher: Taylor and Francis Ltd.
Source: Dönmez, C., and Çankaya, M. A. (2013). Effect of infill walls on the drift behavior of reinforced concrete frames subjected to lateral-load reversals. Journal of Earthquake Engineering, 17(5), 611-636. doi:10.1080/13632469.2013.768562
Abstract: Four-story, single-bay, 1/5 scaled reinforced concrete frames were tested with and without infill walls. Frames were subjected to pseudo-static cyclic loading. In addition, impact hammer measurements were made to obtain the natural frequencies and modal shapes at certain drift levels. It was observed that infill walls cause major changes on both the stiffness and the drift behavior of the frames. Effect of observed changes can be either advantageous or disadvantageous depending on failure mode. Results showed that the distribution of drift that is based on the mode shapes has higher local concentrations than the distribution observed under forced static conditions.
URI: https:///doi.org/10.1080/13632469.2013.768562
http://hdl.handle.net/11147/5171
ISSN: 1363-2469
1363-2469
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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