Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/42734

TitleA new perspective for robustness assessment of framed structures
Author(s)Guimarães, Hugo
Fernandes, João
Matos, José C.
Henriques, António A.
KeywordsRobustness
Probabilistic techniques
Non-linear analysis
Performance indicator
Structural safety
Issue date31-Mar-2016
PublisherUniversity of Belgrade. Faculty of Civil Engineering
Abstract(s)Robustness has been recognized as interesting research topic due to several collapses that have been occurring over last years. Indeed, this subject is related with global failure or collapse. However, its definition is not consensual since several definitions have been proposed in the literature. This shortpaper aims to present a framework for assessing bridge’s robustness as a probabilistic performance indicator. In this study, a non-linear model of a clamped beam with two point loads using DIANA software was developed to validate the framework presented. By means of a probabilistic approach, the load carrying capacity and structural safety were evaluated. In this regard, special focus is placed on an adaptive Monte Carlo simulation procedure to achieve a proper meta-model.
TypeConference paper
URIhttp://hdl.handle.net/1822/42734
ISBN978-86-7518-187-3
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Capítulos/Artigos em Livros Internacionais

Files in This Item:
File Description SizeFormat 
A new perspective for robustness of framed structures.pdf519,94 kBAdobe PDFView/Open

Partilhe no FacebookPartilhe no TwitterPartilhe no DeliciousPartilhe no LinkedInPartilhe no DiggAdicionar ao Google BookmarksPartilhe no MySpacePartilhe no Orkut
Exporte no formato BibTex mendeley Exporte no formato Endnote Adicione ao seu ORCID