Skip to content

Uncertainty in Engineering

Sections
Personal tools
You are here: Home » References » Uncertain structural design based on nonlinear fuzzy analysis
contact us
TU Dresden
Fakultät Bauingenieurwesen
Institut für Statik und Dynamik der Tragwerke
Prof. Dr.-Ing. habil. B. Möller
01062 Dresden
Germany

Tel:  ++49 351 46334386
Fax: ++49 351 46337086

Homepage
e-mail

Related links
Collaborative Research Center - SFB 528 granted by DFG

Textile Reinforcement for Structural Strengthening and Retrofitting

DFG Research Unit FOR500

Blasting of Structures

 
Document Actions

Michael Beer (2004)

Uncertain structural design based on nonlinear fuzzy analysis

Special Issue of ZAMM 84(10–11):740–753.

In this paper a comprehensive application of fuzzy set theory in structural engineering is presented. Non-stochastic uncertainty is quantified using fuzzy values. The fuzzy structural parameters are processed on the basis of a generally applicable numerical method for arbitrary linear and nonlinear fuzzy structural analyses. This method is formulated in terms of α-level optimization combined with a modified evolution strategy. The fuzzy structural responses are compared with permissible values and assessed using an analog to the Shannon entropy and defuzzification algorithms. Referring to permissible fuzzy structural responses uncertain structural design parameters are derived by applying a fuzzy cluster analysis to the fuzzy structural parameters. The nonlinear fuzzy structural analysis including uncertain structural design is demonstrated by way of an example.
 
Created by admin
Last modified 2006-11-29 11:26 AM
 

Powered by Plone