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

Advertisement

Pandeo de pilas en puentes con tablero sobre apoyos elastométricos

Author(s):
Medium: journal article
Language(s): English, Spanish
Published in: Hormigón y acero, , n. 178, v. 42
Page(s): 9-16
Abstract:

Buckling columns in bridges with deck on elastometric bearings

Column buckling with partial end restraint is analysed through the development of a theorical study model for practical support conditions, and approipiate instability length and loads are obtained. Buckling stress variation along the bar axis is ffound, verifying the results obtained for the most well known limite cases. Beams and deck bridges on elastometric bearings are analysed by this method, obtaining reslts for the various rigidities corresponding to the res of the structure at the ends of the analysed column. Finally, a complete example of the emthod is described and the process is summed up in the conclusion.

Available from: ACHE - Asociación Española de Ingeniería Estructural

Structure Types

Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10076268
  • Published on:
    27/02/2019
  • Last updated on:
    27/02/2019
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine