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

Advertisement

On the selection of the most plausible non-linear axial stress–strain model for railway ballast under different impulse magnitudes

Author(s): ORCID (Department of Architecture and Civil Engineering, City University of Hong Kong, Hksar, Hong Kong)
(Department of Architecture and Civil Engineering, City University of Hong Kong, Hksar, Hong Kong)
ORCID (School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Hubei, China)
Medium: journal article
Language(s): English
Published in: Structural Health Monitoring, , n. 4, v. 21
Page(s): 147592172110339
DOI: 10.1177/14759217211033968
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: 10.1177/14759217211033968.
  • About this
    data sheet
  • Reference-ID
    10627266
  • Published on:
    05/09/2021
  • Last updated on:
    20/06/2022
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine