A platform for research: civil engineering, architecture and urbanism
EFFECTIVE LENGTH APPROACH AND NOTIONAL LOAD APPROACH FOR COLD-FORMED STEEL FRAMES DESIGN
EFFECTIVE LENGTH APPROACH AND NOTIONAL LOAD APPROACH FOR COLD-FORMED STEEL FRAMES DESIGN
EFFECTIVE LENGTH APPROACH AND NOTIONAL LOAD APPROACH FOR COLD-FORMED STEEL FRAMES DESIGN
Sarawit, A. T. (author) / Pekoz, T. (author) / Stratman, C. / Structural Stability Research Council
Annual stability conference ; 2004 ; Long Beach, CA
2004-01-01
20 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Notional Load Approach for the Design of Frames
NTIS | 1995
|The notional load approach for the design of frames
TIBKAT | 1995
|Application of the Notional Load Approach to the Design of Multistorey Steel Frames
British Library Conference Proceedings | 1995
|Design approach of cold-formed steel portal frames
Springer Verlag | 2011
|Design of Frames Using Notional Horizontal Force
British Library Conference Proceedings | 1994
|