A platform for research: civil engineering, architecture and urbanism
Effect of width of steel flange on shear behaviour of steel beam-composite column joints
Effect of width of steel flange on shear behaviour of steel beam-composite column joints
Effect of width of steel flange on shear behaviour of steel beam-composite column joints
Nishimura, Y. (author) / Inoue, A. (author) / Sasaki, R. (author) / Minami, K. (author) / Javor, T. / Association for International Cooperation and Research in Steel-Concrete Composite Structures
4th International conference, Steel-concrete composite structures ; 1994 ; Kosice; Slovakia
1994-01-01
213 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Effective flange width provisions for composite steel bridges
Online Contents | 2004
|Seismic behaviour of dissipative beam‐to‐column steel and steel‐concrete composite joints
Wiley | 2023
|European Patent Office | 2020
|