A platform for research: civil engineering, architecture and urbanism
Experimental study of structural behavior of beam-to-column connections reinforced by increasing plate thickness of column without diaphragms
Experimental study of structural behavior of beam-to-column connections reinforced by increasing plate thickness of column without diaphragms
Experimental study of structural behavior of beam-to-column connections reinforced by increasing plate thickness of column without diaphragms
Morita, K. (author) / Ebato, K. (author) / Furusawa, K. (author) / Fujita, K. (author) / Choo, Y. S. / Van der Vegte, G. J. / International Institute of Welding; Subcommission XV-E: Tubular Structures / Comite International pour le Developpement et l'Etude de la Construction Tubulaire (CIDECT) / National University of Singapore
International symposium; 8th, Tubular structures ; 1998 ; Singapore
1998-01-01
10 pages
Described as proceedings. Also known as the 8th ISTS
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
CHS column-to-beam connections without diaphragms
British Library Conference Proceedings | 1994
|Tubular column to H-beam connections without diaphragms
British Library Conference Proceedings | 2003
|Study on beam to box column connections with split diaphragms
British Library Conference Proceedings | 1998
|Structural behavior of beam-to-column connections of rectangular CFST columns using mixed diaphragms
Springer Verlag | 2017
|Structural behavior of beam-to-column connections of rectangular CFST columns using mixed diaphragms
Online Contents | 2017
|