The seismic behaviour of RC exterior shear walls used for strengthening of intact and damaged frames

Author:

Kucukgoncu Hurmet,Altun Fatih

Funder

Erciyes Üniversitesi

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Abdel-Hafez LM, Abouelezz AEY, Elzefeary FF (2015) Behavior of masonry strengthened infilled reinforced concrete frames under in-plane load. HBRC J 11(2):213–223. https://doi.org/10.1016/j.hbrcj.2014.06.005

2. Ahmad N, Akbar J, Rizwan M, Alam B, Khan AN, Lateef A (2019) Haunch retrofitting technique for seismic upgrading deficient RC frames. Bull Earthq Eng. https://doi.org/10.1007/s10518-019-00638-9

3. Alashkar Y, Nazar S, Ahmed MA (2015) Comparative study of seismic strengthening of RC buildings by steel bracings and concrete shear walls. Int J Civ Struct Eng Res 2(2): 24–34. ISSN 2348-7607

4. Anil Ö, Altın S (2007) An experimental study on reinforced concrete partially infilled frames. Eng Struct 29(3):449–460. https://doi.org/10.1016/j.engstruct.2006.05.011

5. Aoyama H, Kato D, Katsumata H, Hosokawa Y (1984) Strength and behavior of post cast shear walls for strengthening of existing R/C buildings. In: 8th world conference on earthquake engineering, San Francisco CA, pp 485–492

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