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

Advertisement

Flexural buckling load of steel pipe piles with rotational end restraints in liquefied soil

Author(s):
ORCID
Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 190
Page(s): 109217
DOI: 10.1016/j.soildyn.2025.109217
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: 10.1016/j.soildyn.2025.109217.
  • About this
    data sheet
  • Reference-ID
    10815875
  • Published on:
    03/02/2025
  • Last updated on:
    03/02/2025
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine