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A simple numerical approach for the pushover analysis of slender cantilever bridge piers taking into account geometric nonlinearity

Author(s): ORCID
ORCID
ORCID
ORCID
Medium: journal article
Language(s): English
Published in: Asian Journal of Civil Engineering, , n. 4, v. 23
Page(s): 455-469
DOI: 10.1007/s42107-022-00433-z
Copyright: © 2022 Paolo Di Re, Davide Bernardini, Daniela Ruta, Achille Paolone
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

  • About this
    data sheet
  • Reference-ID
    10663424
  • Published on:
    09/05/2022
  • Last updated on:
    01/06/2022
 
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