A platform for research: civil engineering, architecture and urbanism
Symmetry limit theory for work-hardening structures in the shakedown region
Symmetry limit theory for work-hardening structures in the shakedown region
Symmetry limit theory for work-hardening structures in the shakedown region
Uetani, K. (author) / Kobayashi, M. (author) / Higuchi, K. (author) / Mazzolani, F. M. / Wada, A.
5th, International conference on behaviour of steel structures in seismic areas; Stessa 2006 ; 2006 ; Yokohama, Japan
2006-01-01
6 pages
Also held on CD-ROM
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Symmetry limit theory for elastic-perfectly plastic continua in the shakedown region
British Library Online Contents | 2000
|Shakedown of Structures under Typical Strain-Hardening Models
British Library Conference Proceedings | 1994
|Shakedown theory for elastic plastic kinematic hardening bodies
British Library Online Contents | 2007
|Shakedown limit of rail surfaces including material hardening and thermal stresses
British Library Online Contents | 2003
|Damage and shakedown analysis of structures with strain-hardening
British Library Online Contents | 1995
|