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Seismic response analysis of slender bridge piers
Authors:E Tubaldi  L Tassotti  A Dall'Asta  L Dezi
Affiliation:1. Department of Construction, Civil Engineering and Architecture, Polytechnic University of Marche, Ancona, Italy;2. School of Architecture and Design, University of Camerino, Ascoli Piceno, Italy
Abstract:
Keywords:bridge piers  axial load effects  higher modes  analytical model  seismic response  vibrations
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