A platform for research: civil engineering, architecture and urbanism
Prediction of the Flexural Resistance of Bolted Connections with Angles
Prediction of the Flexural Resistance of Bolted Connections with Angles
Prediction of the Flexural Resistance of Bolted Connections with Angles
Faella, C. (author) / Piluso, V. (author) / Rizzano, G. (author) / International Association for Bridge and Structural Engineering; Turkish Group
Colloqium, Semi-rigid structural connections: IABSE colloquium ; 1996 ; Istanbul
1996-01-01
10 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Experimental model of the behaviour of bolted angles connections with stiffeners
Online Contents | 2016
|Experimental Behavior of Bolted Angles and Beam-to-Column Connections
British Library Conference Proceedings | 2014
|Experimental behaviour of end plate connections reinforced with bolted backing angles
Online Contents | 1999
|Experimental model of the behaviour of bolted angles connections with stiffeners
Springer Verlag | 2016
|Buckling Behaviour of Q355 Angles with Simulated Local Damages at Bolted Connections
DOAJ | 2024
|