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Abstract of the Article

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Reinforcement of concrete structures with column

Authors:
[ mehdi Maghfori ] - MS student in civil engineering of ARAK AZAD university
[ lida salaj ] - MS student of electronic in KARAJ AZAD university

Abstract:

Internal walls of the spans between columns limit the displacement and deformation of strength lateral systems and decrease the length of the columns thus the walls create changes on the stiffness of elements in the condition that the columns absorb the many lateral loads. These columns are not considered in the parts of designing and analysis and in this way the limitation of them will not be enough and they have not the capacity for absorbing the seismic energy with looking at the deformation and can not prevent from the sudden breaking. For preventing of the reinforced columns breakings we are study these points: 1-surveying the structural damages in passed earthquake 2-surveying the ability of columns in front of damage with making use of the results from the tests and analysis 3-analysis the forces in columns, 4- inspecting the difference reinforcement methods, 5- giving the methods of seismically methods

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