scholarly journals Experimental and analytical investigations on seismic behavior of reinforced concrete frames and members using high-strength materials

2017 ◽  
Author(s):  
◽  
Pooya Alaee
2014 ◽  
Vol 18 (8) ◽  
pp. 1171-1197 ◽  
Author(s):  
S. A. Hadigheh ◽  
S. S. Mahini ◽  
M. R. Maheri

HBRC Journal ◽  
2014 ◽  
Vol 10 (2) ◽  
pp. 215-221 ◽  
Author(s):  
Ahmed Sayed Tawfik ◽  
Mohamed Ragaee Badr ◽  
Ashraf ElZanaty

2000 ◽  
Vol 3 (3) ◽  
pp. 255-262 ◽  
Author(s):  
Y.L. Mo ◽  
S.F. Perng

Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall is appropriate to the surrounding reinforced concrete frame. If the thickness of the corrugated steel wall is too large when compared to the surrounding frame, the ductility will be reduced. It is shown in this paper that the fiber-reinforced plastic composites can be used to strengthen the critical regions of the reinforced concrete frames, so that the seismic behavior (including ductility and energy dissipation capability) is greatly improved.


HBRC Journal ◽  
2014 ◽  
Vol 10 (3) ◽  
pp. 258-264 ◽  
Author(s):  
Ahmed Sayed Ahmed Tawfik Essa ◽  
Mohamed Ragai Kotp Badr ◽  
Ashraf Hasan El-Zanaty

2020 ◽  
Vol 87 (1) ◽  
pp. 92-100 ◽  
Author(s):  
N.V. FEDOROVA ◽  
◽  
FAN DINH GUOK ◽  
NGUYEN THI CHANG ◽  
◽  
...  

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