The probabilistic performance-based seismic assessment of concrete bridge piers with SMASC reinforcing bars: Effect of pulse-like ground motion and vertical load-to-capacity ratio
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Elsevier BV
Reference77 articles.
1. Seismic damage analysis of large-span tied-arch bridge with concrete-filled steel tubes subjected to near-fault ground motion;Xia;Geofluids,2022
2. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity;Somerville;Seismol Res Lett,1997
3. Study on elastic response of structures to near-fault ground motions through record decomposition;Ghahari;Soil Dynam Earthq Eng,2010
4. Effect of inelastic behavior on the response of simple systems to earthquake motions;Veletsos,1960
5. Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions;Veletsos,1965
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