Collapse and allowable displacements in the context of reliability analysis of nonlinear structures-Reference-Cited by-同舟云学术

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Collapse and allowable displacements in the context of reliability analysis of nonlinear structures

Published:2016-05-31 Issue:3 Volume:39 Page:1045-1051
ISSN:1678-5878
Container-title:Journal of the Brazilian Society of Mechanical Sciences and Engineering
language:en
Short-container-title:J Braz. Soc. Mech. Sci. Eng.

Author:

Torii André J.,Lopez Rafael H.,Miguel Leandro F. F.,da Silva Renan G.

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,General Engineering,Aerospace Engineering,Automotive Engineering,Industrial and Manufacturing Engineering,Applied Mathematics

Link

http://link.springer.com/content/pdf/10.1007/s40430-016-0571-1.pdf

Reference30 articles.

1. Bathe KJ (1996) Finite element procedures. Prentice-Hall, Upper Sadle River

2. Choi KK, Santos JLT (1987) Design sensitivity analysis of non-linear structural systems. Part I: theory. Int J Numer Methods Eng 24(11):2039–2055

3. Chojaczyk A, Teixeira A, Neves L, Cardoso J, Guedes Soares C (2015) Review and application of artificial neural networks models in reliability analysis of steel structures. Struct Saf 52(A):78–89

4. Ditlevsen O, Madsen H (1996) Structural reliability methods. Wiley, New York

5. Gomes H, Awruch AM (2004) Comparison of response surface and neural network with other methods for structural reliability analysis. Struct Saf 26(1):49–67

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