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Effect of a V‐shaped canyon on the seismic response of a bridge under oblique incident SH waves

Auteur(s): ORCID (College of Civil Engineering Anhui Jianzhu University Hefei China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China)
ORCID (College of Civil Engineering Anhui Jianzhu University Hefei China)
ORCID (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering Hohai University Nanjing China)
Médium: article de revue
Langue(s): anglais
Publié dans: Earthquake Engineering and Structural Dynamics, , n. 1, v. 53
Page(s): 496-514
DOI: 10.1002/eqe.4034
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/eqe.4034.
  • Informations
    sur cette fiche
  • Reference-ID
    10743127
  • Publié(e) le:
    28.10.2023
  • Modifié(e) le:
    14.01.2024
 
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