scholarly journals An experimental investigation on the ultimate strength of epoxy repaired braced partial infilled RC frames

2014 ◽  
Vol 6 (3) ◽  
pp. 1-7 ◽  
Author(s):  
Shailendra Kumar Damodar Dubey ◽  
Sunil Kute
2021 ◽  
Author(s):  
Aleksa Milijaš ◽  
Bogdan Šakić ◽  
Marko Marinković ◽  
Christoph Butenweg ◽  
Sven Klinkel

1996 ◽  
Vol 122 (3) ◽  
pp. 228-237 ◽  
Author(s):  
Armin B. Mehrabi ◽  
P. Benson Shing ◽  
Michael P. Schuller ◽  
James L. Noland

2017 ◽  
Vol 16 (3) ◽  
pp. 1487-1510 ◽  
Author(s):  
Gholamreza Soltanzadeh ◽  
Hanim Bin Osman ◽  
Mohammadreza Vafaei ◽  
Yousef Karimi Vahed

2019 ◽  
Vol 26 (1) ◽  
pp. 30-42 ◽  
Author(s):  
Mehmet Emin Arslan ◽  
Ahmet Durmuş ◽  
Metin Hüsem

AbstractThis paper presents the experimental behavior of plane, non-strengthened and glass fiber reinforced polymer (GFRP) strengthened infilled reinforced concrete (RC) frames with low strength concrete (LSC) and normal strength concrete (NSC) under lateral reversed cyclic loading. For this purpose, eight full-scale, one-bay, one-storey plane and infilled (brick and aerated concrete blocks which are commonly used in RC construction) RC frames with LSC and NSC were produced and in-plane lateral loading tests were carried out. Test results indicate that infill walls considerably change the behavior of frames by increasing rigidity and load carrying capacity. By contrast, GFRP fabric used for strengthening of infilled RC frames improves ductility, load carrying and energy dissipation capacity of infilled frames with LSC and NSC as well. After all the test results were evaluated together, a GFRP strengthened brick infilled frame demonstrated the best performance under cyclic lateral loading.


2010 ◽  
Vol 24 (4) ◽  
pp. 596-609 ◽  
Author(s):  
E. Yuksel ◽  
H. Ozkaynak ◽  
O. Buyukozturk ◽  
C. Yalcin ◽  
A.A. Dindar ◽  
...  
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