0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

Author(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)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 53
Page(s): 496-514
DOI: 10.1002/eqe.4034
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.4034.
  • About this
    data sheet
  • Reference-ID
    10743127
  • Published on:
    28/10/2023
  • Last updated on:
    14/01/2024
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine