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Shock and Vibration
Volume 20 (2013), Issue 1, Pages 143-156
http://dx.doi.org/10.3233/SAV-2012-0733

Remedy to Overestimation of Classical Interval Analysis: Analysis of Beams with Uncertain Boundary Conditions

Isaac Elishakoff1 and Clément Soret2

1Department of Ocean and Mechanical Engineering, Florida Atlantic University, Boca Raton, FL, USA
2Institut Français de Mécanique Avancée, Aubière, France

Received 21 July 2011; Revised 13 December 2011

Copyright © 2013 Hindawi Publishing Corporation. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [3 citations]

The following is the list of published articles that have cited the current article.

  • Chao Jiang, Chun-Ming Fu, Bing-Yu Ni, and Xu Han, “Interval arithmetic operations for uncertainty analysis with correlated interval variables,” Acta Mechanica Sinica, 2015. View at Publisher · View at Google Scholar
  • Zongbei He, Litong Zhang, Bo Chen, Yongsheng Liu, and Xiaoying Liu, “Failure behavior of 2D C/SiC I-beam under bending load,” Composite Structures, vol. 132, pp. 321–330, 2015. View at Publisher · View at Google Scholar
  • Gang Liu, and Zhu Mao, “Structural damage diagnosis with uncertainties quantified using interval analysis,” Structural Control and Health Monitoring, pp. e1989, 2017. View at Publisher · View at Google Scholar