Abstract
We have illustrated the response changes in the design method for considering the static friction coefficient of elastic sliding bearings in the design of seismic isolated buildings. We also compared the actually observed seismic motion with the response of this design method. According to the results, the design formula and analysis model can reproduce the actual seismic motion, and the response shear force and response displacement change depending on the type of seismic wave when the static friction coefficient is taken into consideration. Therefore, the proposed design method considering the coefficient of static friction is considered appropriate.
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