Paper Title:
Interval Analysis Method of Uncertain Structural Systems Based on Random Model
  Abstract

The uncertain parameters of the structures are expressed by interval variables, and the governed equations of the structural system are obtained with the finite element method, then interval analysis is used to model the uncertainty in the static structural analysis and design. After the interval arithmetic integrated with random theory is studied, the confidence interval of structural response is achieved, and the approximate calculation is used with the method of Monte Carlo. Furthermore, by combining the interval variable of the structural response with confidence interval, an analysis method of uncertain structural systems is proposed based on the random model. The presented method can restrain expanding interval, and easy to engineering due to its convenient calculation.

  Info
Periodical
Advanced Materials Research (Volumes 291-294)
Chapter
System Analysis and Industrial Engineering
Edited by
Yungang Li, Pengcheng Wang, Liqun Ai, Xiaoming Sang and Jinglong Bu
Pages
3180-3185
DOI
10.4028/www.scientific.net/AMR.291-294.3180
Citation
Z. Wang, M. Huang, "Interval Analysis Method of Uncertain Structural Systems Based on Random Model", Advanced Materials Research, Vols. 291-294, pp. 3180-3185, 2011
Online since
July 2011
Authors
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Price
$32.00
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