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Effect of pile arrangement on the bending performance of an existing bridge footing under lateral seismic loading

Author(s):




Medium: journal article
Language(s): English
Published in: Latin American Journal of Solids and Structures, , n. 2, v. 17
DOI: 10.1590/1679-78255913
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
    10518893
  • Published on:
    10/12/2020
  • Last updated on:
    02/06/2021
 
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