期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2015
卷号：4
期号：11
页码：11511
DOI：10.15680/IJIRSET.2015.0411119
出版社：S&S Publications
摘要：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 bendingfailure of section cause to pay attention making resistant of concrete elements specially bearing beams ofstructures .with due attention to importance of subject, this research pays to assess effect of FRP system on pressureand cutting and bending strength of concrete elements. Therefore the aim of this research is decomposition behavior ofconcrete barrage under it is weight force .For this reason ,making Abaco software ,was used .In the first step ,we willassess four models with fixed section and lengths of 20,30,40,50,meter .In the next step,we will assess three modelswith length 30meter ,and reformed section surface .results showed ,strengthening of columns in area of connectioncauses to increase 10.5 percent of lateral stability load .Also strengthening of FRP in connection cause to increaseductility in frame .
