Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ULTIMATE STRENGTH MODELING OF WIDE FLANGE BEAMS SUBJECTED TO TORSION
ULTIMATE STRENGTH MODELING OF WIDE FLANGE BEAMS SUBJECTED TO TORSION
ULTIMATE STRENGTH MODELING OF WIDE FLANGE BEAMS SUBJECTED TO TORSION
Driver, R. (Autor:in) / Schwing, C. / University of Florida
Annual technical session and meeting, University of Florida; Structural Stability Research Council ; 2000 ; Memphis, TN
01.01.2000
14 pages
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Post-buckling strength of wide-flange beams
Engineering Index Backfile | 1962
|Emerald Group Publishing | 2023
|Ultimate strength of singly symmetrical I-section steel beams with variable flange ratio
Online Contents | 2015
|