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Combination of Optimal Three-Step Composite Time Integration Method with Multi-Point Iterative Methods for Geometric Nonlinear Structural Dynamics

Author(s): ORCID (Civil Engineering Department, Ferdowsi University of Mashhad, Azadi Square, Mashhad 9177948974, Razavi Khorasan Province, Iran)
ORCID (Civil Engineering Department, Ferdowsi University of Mashhad, Azadi Square, Mashhad 9177948974, Razavi Khorasan Province, Iran)
ORCID (Civil Engineering Department, Ferdowsi University of Mashhad, Azadi Square, Mashhad 9177948974, Razavi Khorasan Province, Iran)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 14, v. 24
DOI: 10.1142/s0219455424501566
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/s0219455424501566.
  • About this
    data sheet
  • Reference-ID
    10745023
  • Published on:
    28/10/2023
  • Last updated on:
    31/08/2024
 
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