Behavior of reinforced concrete structure depends on correct behavior of beam and column so much. Access to necessary bending strength, prevention of changing permanent configuration and prevention of bending failure of section cause to pay attention making resistant of concrete elements specially bearing beams of structures .with due attention to importance of subject, this research pays to assess effect of FRP system on pressure and cutting and bending strength of concrete elements. Therefore the aim of this research is decomposition behavior of concrete barrage under it is weight force .For this reason ,making Abaco software ,was used .In the first step ,we will assess four models with fixed section and lengths of 20,30,40,50,meter .In the next step,we will assess three models with length 30meter ,and reformed section surface .results showed ,strengthening of columns in area of connection causes to increase 10.5 percent of lateral stability load .Also strengthening of FRP in connection cause to increase ductility in frame .
کلید واژگان :FRP, Reinforced Concrete, Bending Strength, Shear Strength, Compressive Strength,Making Abaco Software
ارزش ریالی : 300000 ریال
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