Reliability analysis of very slender columns subjected to creep-Reference-Cited by-同舟云学术

Reliability analysis of very slender columns subjected to creep

Published:2021 Issue:7 Volume:18 Page:
ISSN:1679-7825
Container-title:Latin American Journal of Solids and Structures
language:
Short-container-title:Lat. Am. j. solids struct.

Author:

Ribeiro Kleyser¹^ORCID,Loriggio Daniel Domingues¹^ORCID,Real Mauro de Vasconcellos²^ORCID

Affiliation:

1. Universidade Federal de Santa Catarina, Brazil

2. Universidade Federal do Rio Grande, Brazil

Publisher

FapUNIFESP (SciELO)

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Aerospace Engineering,Automotive Engineering,General Materials Science,Civil and Structural Engineering

Link

http://www.scielo.br/pdf/lajss/v18n7/1679-7825-lajss-18-07-e401.pdf

Reference28 articles.

1. NBR 6118:2014. Projeto de estruturas de concreto - Procedimento,2014

2. Análise probabilística de pilares de concreto armado através do método dos elementos finitos;Barbosa P. R. O.,2017

3. Failure of slender concrete columns due to a loss of stability;Benko V.;Slovak Journal of Civil Engineering,2019

4. Consideração da fluência no cálculo dos efeitos de segunda ordem em pilares de concreto armado;Casagrande A. F.,2016

5. EN 1992-1-1:2004. Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. Brussels,2004

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