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A New Approach in Equivalent Spring-Dashpot Method for Seismic Soil-Structure Interaction Analysis of Long Bridges Including Non-uniform Excitations

Crossref DOI link: https://doi.org/10.1007/s40515-019-00076-9

Published Online: 2019-05-07

Published Print: 2019-09

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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