Constant‐ductility response spectra for sequential earthquake and tsunami loading |
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| Authors: | Michael H. Scott H. Benjamin Mason |
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| Affiliation: | School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, U.S.A. |
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| Abstract: | Simplified approaches for examining structural system response under sequential earthquake and tsunami loading are helpful for understanding response trends. To aid understanding, nonlinear (constant‐ductility) response spectra are developed for elastoplastic single degree of freedom systems subjected to seismic loads followed by hydrodynamic tsunami loads. The forcing function is composed of long‐duration earthquake motion concatenated with a range of tsunami hydrodynamic forces that are proportional to the pseudo‐spectral acceleration produced by the earthquake motion. The constant‐ductility spectra are thus constructed for scenarios where the loading imposed by one hazard is not dominant over the other. The spectra and basic intensity measures indicate that the amplification of response for sequential earthquake and tsunami loading over the earthquake only case is most significant for systems with long natural periods and high‐ductility capacity under seismic loading. Copyright © 2017 John Wiley & Sons, Ltd. |
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| Keywords: | earthquakes tsunamis response spectra nonlinear analysis |
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