A platform for research: civil engineering, architecture and urbanism
EAD Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
EAD Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
EAD Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
De Oliveira, W.L.A. (author) / De Cresce El Debs, A.L.H. (author) / De Nardin, S. (author) / El Debs, M.K. (author) / Federation internationale du beton; Precast/Prestressed Concrete Institute
FIB Congress ; 2010 ; Washington, DC
FIB Congress ; 256
2010-01-01
256 pages
Held in e-store (RMS)
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Tests on Concrete Filled Steel Tubular Columns with High Slenderness Ratio
SAGE Publications | 2000
|Axial compressive behavior of circular concrete-filled double steel tubular short columns
SAGE Publications | 2022
|FRP-confined circular concrete-filled steel tubular columns under cyclic axial compression
Online Contents | 2014
|Experimental and computational study of concrete filled steel tubular columns under axial loads
Online Contents | 2007
|