A platform for research: civil engineering, architecture and urbanism
Fatigue behaviour of shear connectors in steel-concrete composite deck; Perfobond shear connector
Fatigue behaviour of shear connectors in steel-concrete composite deck; Perfobond shear connector
Fatigue behaviour of shear connectors in steel-concrete composite deck; Perfobond shear connector
Kim, S.H. (author) / Ahn, J.H. (author) / Kang, G.H. (author) / Jeong, Y.J. (author) / Koo, H.B. (author) / Beale, R.G.
6th, International Conference on Steel and Aluminium Structures; ICSAS '07 ; 2007 ; Oxford, England
2007-01-01
8 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Perfobond rib FRP shear connectors for the FRP-concrete composite deck system
British Library Conference Proceedings | 2007
|Longitudinal shear resistance of steel–concrete composite slabs with perfobond shear connectors
Online Contents | 2009
|Longitudinal shear resistance of steel–concrete composite slabs with perfobond shear connectors
Online Contents | 2009
|