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

Advertisement

Effect of eccentric loading on fatigue cracking mode and characteristics of diaphragm-to-rib welded joints in steel bridge deck

Author(s): (College of Civil and Transportation Engineering, Hohai University, Nanjing, China)
(College of Civil and Transportation Engineering, Hohai University, Nanjing, China)
(College of Civil and Transportation Engineering, Hohai University, Nanjing, China)
(College of Civil Engineering, Nanjing Forestry University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-17
DOI: 10.1080/15732479.2023.2218835
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: 10.1080/15732479.2023.2218835.
  • About this
    data sheet
  • Reference-ID
    10731252
  • Published on:
    04/08/2023
  • Last updated on:
    04/08/2023
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine