Skip to main navigation Skip to search Skip to main content

Equilibrium reliability measure for structural design under twofold uncertainty

  • Science and Technology on Reliability and Environmental Engineering Laboratory
  • Beihang University

Research output: Contribution to journalArticlepeer-review

Abstract

In structural reliability engineering, designer may encounter twofold uncertainty that arises from the existence of the insufficient statistical data and the incorporated experts’ information. For this case, the randomness and fuzziness coexist in each uncertain element. This paper aims to develop a new approach to evaluating structural reliability and obtain the optimal structural design under twofold uncertainty. Specifically, we first introduce a metric termed equilibrium chance to formulate equilibrium reliability index (ERI) for modeling structural reliability under linear limit-state function and nonlinear limit-state function. Second, a new class of equilibrium reliability-based structural design (ERSD) optimization problem with equilibrium reliability constraint is developed. Under mild conditions, we provide the equivalent reformulation of the equilibrium reliability constraint and demonstrate its convexity. Finally, we introduce the fuzzy simulation (FS) scheme to obtain the feasible solution generated by equilibrium reliability constraint, and a hybrid heuristic algorithm by integrating the FS, genetic algorithm (GA) and local search (LS) is designed to solve the proposed ERSD optimization problem. Several numerical examples are carried out to illustrate the applicability and effectiveness of our proposed reliability modeling method.

Original languageEnglish
Pages (from-to)466-489
Number of pages24
JournalInformation Sciences
Volume477
DOIs
StatePublished - Mar 2019

Keywords

  • Equilibrium reliability index
  • Limit-state function
  • Structural optimization
  • Structural reliability
  • Twofold uncertainty

Fingerprint

Dive into the research topics of 'Equilibrium reliability measure for structural design under twofold uncertainty'. Together they form a unique fingerprint.

Cite this