Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
International symposium; 10th, Tubular structures X
01.01.2003
8 pages
Also known as the ISTS10
Aufsatz (Konferenz)
Englisch
tubular structures , welding , IIW , CIDECT
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
The behaviour of rotationally restrained concrete filled tubular columns in fire
Tema Archiv | 2006
|Thermal buckling of rotationally restrained steel columns
Online Contents | 2010
Thermal buckling of rotationally restrained steel columns
Elsevier | 2010
|Thermal buckling of rotationally restrained steel columns
Elsevier | 2010
|Local buckling tests of concrete-filled steel tubular columns
British Library Conference Proceedings | 1995
|