Damage assessment in hyperbolic cooling towers using mode shape curvature and artificial neural networks-Reference-Cited by-同舟云学术

Damage assessment in hyperbolic cooling towers using mode shape curvature and artificial neural networks

Published:2021-11 Issue: Volume:129 Page:105728
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

Randiligama S.M. Chathurangi M.,Thambiratnam David P.,Chan Tommy H.T.,Fawzia Sabrina

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference36 articles.

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2. A Survey on Hyperbolic Cooling Towers;Asadzadeh;Int. J. Civil, Archit. Struct. Constr. Eng.,2014

3. Modal flexibility-based damage detection technique of steel beam by dynamic strain measurements using FBG sensors;Park;Steel Struct.,2007

4. Structural health monitoring, damage detection and long-term performance;Zingoni;Eng. Struct.,2005

5. S. W. Doebling and C. R. Farrar, “Computation of structural flexibility for bridge health monitoring using ambient modal data,” 1996 https://digital.library.unt.edu/ark:/67531/metadc672910/m1/2/.

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