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In the last period, methods and procedures based on energy concepts were often used in experimental and theoretical research programs, trying this way to improve the design practice, pointing out the evolving character of the seismic phenomena. The paper deals with features regarding: stiffness degradation and dissipated energy relations analysis; structures domain of behavior limits based on theevolution of the energy balance equation components, during the experimental tests; calculate domaindoaj:dea920db146340099497bc7bde3c367c fatcat:tl6266a76vbubpfvuv6h6i5rj4