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

Advertisement

A Novel Two-Stage Structural Damage Identification Method Based on Superposition of Modal Flexibility Curvature and Whale Optimization Algorithm

Author(s): (School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, Hubei, P. R. China)
(School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, Hubei, P. R. China)
(School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, Hubei, P. R. China)
(School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, Hubei, P. R. China)
(School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan 430073, Hubei, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 12, v. 21
Page(s): 2150169
DOI: 10.1142/s0219455421501698
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/s0219455421501698.
  • About this
    data sheet
  • Reference-ID
    10626022
  • Published on:
    26/08/2021
  • Last updated on:
    29/11/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine