Abstract
In the design of frame structures, there is a question of a proper evaluation of the stiffness of reinforced concrete frame joints. This problem is very important especially in the case of structures subjected to seismic load. The experimental verification of the reinforced concrete frame joint had been arranged. Capacity spectrum method has been used to analyse frame reinforced concrete structures. Geometry, material properties and reinforced cross sections were designed by experimental tested model of the fragment of the frame re-produced in the scale of 1:1.
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