A platform for research: civil engineering, architecture and urbanism
Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections
Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections
Comparison of seismic capacity between post-Northridge and post-Kobe beam-to-column connections
Suita, K. (author) / Nakashima, M. (author) / Engelhardt, M. D. (author) / Mazzolani, F. M. / Tremblay, R.
International conference; 3rd, Behaviour of steel structures in seismic areas; STESSA 2000 ; 2000 ; Montreal, Canada
2000-01-01
8 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
5 - Post-Northridge Earthquake Seismic Steel Moment Connections
Online Contents | 1998
|Seismic reliability of steel frames with post-Northridge connections
British Library Conference Proceedings | 2005
|Seismic Design of Buildings After Kobe and Northridge
British Library Online Contents | 1997
|Meeting Report: Seismic Design After Northridge and Kobe
British Library Online Contents | 1996
Cyclic behaviour of post-Northridge WUF-B connections
Elsevier | 2006
|