Date of Publication :1st September 2017

Abstract: Although the seismic response reduction effect with load sliding (slide effect) is not considered in general structural design, consideration of this effect may contribute to a rational structural design. In the present study, in order to obtain the basic characteristics of the slide effect for an elastoplastic frame, shaking table tests were carried out on a single-story elastoplastic steel frame while varying certain parameters. An analytical model considering the slide effect was constructed, and seismic response analyses of the parameters were also conducted in order to obtain the energy balance in the system.

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