scholarly journals Analytical Study on Evaluation of Damage Region and Repair Effect of RC Column subjected to Cyclic Loading

2012 ◽  
Vol 68 (2) ◽  
pp. I_663-I_671
Author(s):  
Naoshi UEDA ◽  
Yongxing ZHANG ◽  
Hikaru NAKAMURA ◽  
Minoru KUNIEDA
Keyword(s):  
Cyclic Loading ◽  
Analytical Study ◽  
Rc Column

Cyclic loading test for concrete-filled U-shaped steel beam–RC column connections

2012 ◽  
Vol 36 ◽  
pp. 325-336 ◽  
Author(s):  
Hong-Gun Park ◽  
Hyeon-Jong Hwang ◽  
Cheol-Ho Lee ◽  
Chang-Hee Park ◽  
Chang-Nam Lee
Keyword(s):  
Cyclic Loading ◽  
Steel Beam ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Rc Column

Lateral Cyclic Loading Experiment of Aramid FRP Reinforced Non-seismic Detailed RC Column

2019 ◽  
Vol 10 (6) ◽  
pp. 34-42
Author(s):  
Lee Taehun ◽  
Kim Sunhee ◽  
Rho Kwanggun ◽  
Choi Sungmo ◽  
Yang Ilseung
Keyword(s):  
Cyclic Loading ◽  
Rc Column

Experimental Research on Seismic Behavior of RC Column with Different Concrete under Horizontal Low Cyclic Loading

2011 ◽  
Vol 374-377 ◽  
pp. 2041-2045
Author(s):  
Jing Wu ◽  
Fa Zhou Wang ◽  
Yue Li ◽  
Wen Yang ◽  
Shu Guang Hu
Keyword(s):  
Cyclic Loading ◽  
Seismic Behavior ◽  
Lightweight Concrete ◽  
Concrete Strength ◽  
High Strength ◽  
Frame Structure ◽  
Dead Weight ◽  
Elastic Plastic ◽  
Rc Column ◽  
Low Cyclic Loading

On the premise of maintaining certain vertical bearing capacity, the frame structure dissipates seismic energy by elastic-plastic deformation in elastic-plastic stage of earthquake action. Using lightweight concrete in structure not only can reduce the its dead weight, decrease the earthquake power; also meet the concrete strength, stiffness and elastic modulus requirements of important structure, so as to improve its energy dissipation capacity. This paper researched the effect of concrete materials, including or such as C60 high strength Lightweight concrete (HSLC), high strength concrete (HSC) and high strength Light weight aggregate concrete (HSLAC), on the seismic behavior of RC column under horizontal low cyclic loading, respectively and the match relationship between concrete and steel reinforcement cage was analyzed.

scholarly journals Analytical Study on Shear Performance of 3-Dimensional RC Beam-Column Joints Subjected to Bi-Directional Cyclic Loading

2014 ◽  
Vol 25 (0) ◽  
pp. 65-73 ◽  
Author(s):  
Hongchen Sun ◽  
Takashi Kashiwazaki ◽  
Nobuyuki Izumi ◽  
Hiroshi Noguchi
Keyword(s):  
Cyclic Loading ◽  
Analytical Study ◽  
Rc Beam ◽  
3 Dimensional ◽  
Shear Performance
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