A platform for research: civil engineering, architecture and urbanism
A unified approach for assessment of second-order effects and sway buckling strength in steel portal frames
A unified approach for assessment of second-order effects and sway buckling strength in steel portal frames
A unified approach for assessment of second-order effects and sway buckling strength in steel portal frames
Mageirou, G.E. (author) / Gantes, C.J. (author) / Markou, K.P. (author) / Bouras, C.G. (author)
INTERNATIONAL JOURNAL OF STRUCTURAL ENGINEERING ; 4 ; 273-294
2013-01-01
22 pages
Article (Journal)
English
DDC:
624.17
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
British Library Online Contents | 2013
|Buckling Analysis of Sway Steel Frames with Semi-Rigid Connections
British Library Conference Proceedings | 2011
|Buckling Analysis of Sway Steel Frames with Semi-Rigid Connections
Trans Tech Publications | 2011
|Unified buckling length coefficient for sway and non-sway structures
Online Contents | 2012
|Unified buckling length coefficient for sway and non-sway structures
Elsevier | 2012
|