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

Advertisement

Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

Author(s):


Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 5, v. 16
Page(s): 791-803
DOI: 10.1260/1369-4332.16.5.791
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: 10.1260/1369-4332.16.5.791.
  • About this
    data sheet
  • Reference-ID
    10119635
  • Published on:
    07/12/2018
  • Last updated on:
    07/12/2018
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine