In this study, base shear and inelastic displacement limits of seismic isolation systems are presented through acceleration-displacement response spectra considering the ground motion and design provisions of the Turkish Building Seismic Design Code. A series of nonlinear response history analyses are performed using a combination of eight site-specific design spectra, six isolation systems having six different periods and five yield levels. As a result, eight spectra presented herein can be used for the preliminary design stage of seismic isolation systems in Turkey.
Seismic isolation Non-linear response history analysis Acceleration-displacement response spectrum
In this study, base shear and inelastic displacement limits of seismic isolation systems are presented through acceleration-displacement response spectra considering the ground motion and design provisions of the Turkish Building Seismic Design Code. A series of nonlinear response history analyses are performed using a combination of eight site-specific design spectra, six isolation systems having six different periods and five yield levels. As a result, eight spectra presented herein can be used for the preliminary design stage of seismic isolation systems in Turkey.
Seismic isolation Non-linear response history analysis Acceleration-displacement response spectrum
Primary Language | English |
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Subjects | Civil Engineering |
Journal Section | Articles |
Authors | |
Publication Date | March 1, 2021 |
Submission Date | January 11, 2019 |
Published in Issue | Year 2021 Volume: 32 Issue: 2 |