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

Advertisement

An Improved Time Integration Algorithm: A Collocation Time Finite Element Approach

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 17
Page(s): 1750024
DOI: 10.1142/s0219455417500249
Abstract:

A time collocation finite element approach is employed to develop one- and two-step time integration schemes with algorithmic dissipation control capability. The newly developed time integration schemes are combined to obtain a new family of time integration algorithms using the concept employed by Baig and Bathe. The newly developed algorithm can effectively control the algorithmic dissipation by relating the collocation parameters with the spectral radius in the high frequency limit. The new algorithm provides better accuracy compared with the generalized-[Formula: see text] method for highly dissipative cases and includes the Baig and Bathe method within its family as a special case.

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: 10.1142/s0219455417500249.
  • About this
    data sheet
  • Reference-ID
    10352416
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine