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Biaxial bending of slender HSC columns and tubes filled with concrete under short- and long-term loads: II) Verification

An analytical method that calculates both the short- and long-term response of slender columns made of high-strength concrete (HSC) and of tubes filled with concrete with generalized end conditions that are subjected to transverse loads along the span and to axial loads at the ends (causing single-...

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Bibliografski detalji
Izdano u:Ingeniería e Investigación
Glavni autori: J. A. Rodríguez-Gutiérrez, J. D. Aristizabal-Ochoa
Format: Artigo
Jezik:Inglês
Izdano: Universidad Nacional de Colombia 2014
Teme:
Online pristup:https://www.redalyc.org/articulo.oa?id=64332888004
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