Reliability‐based optimization of a prestressed concrete roof girder using a surrogate model and the double‐loop approach-Reference-Cited by-同舟云学术

Reliability‐based optimization of a prestressed concrete roof girder using a surrogate model and the double‐loop approach

Published:2021-06-22 Issue:4 Volume:22 Page:2184-2201
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Slowik Ondřej¹^ORCID,Lehký David²^ORCID,Novák Drahomír³^ORCID

Affiliation:

1. PhD of the Institute of Structural Mechanics, Faculty of Civil Engineering Brno University of Technology Brno Czech Republic

2. Assoc. Professor, At the Institute of Structural Mechanics Faculty of Civil Engineering at Brno University of Technology Brno Czech Republic

3. Professor, Head of the Institute of Structural Mechanics Faculty of Civil Engineering at Brno University of Technology Brno Czech Republic

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000455

Reference40 articles.

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4. Řoutil L. Lehký D. Šimonová H. Kucharczyková B. Keršner Z. Novák D. Zimmermann T. Strauss A. Krug B. (2014).Experimental‐computational determination of mechanical fracture parameters of concrete for probabilistic life‐cycle assessment. Proceedings of IALCCE 2014 Tokyo Japan.

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