Stiffness of Welded T-joints Between SHS Profiles and Through Plates
Authors:
- Atsushi SatoASAtsushi Sato
- Giuseppe ElettoreGEGiuseppe Elettore
- Ali AjwadAAAli Ajwad
- Sabatino Di BenedettoSBSabatino Di Benedetto
- Massimo LatourMLMassimo Latour
- Antonella Bianca FrancavillaAFAntonella Bianca Francavilla
- Gianvittorio RizzanoGRGianvittorio Rizzano
- 3 July 2024
- book chapter
- Published by Springer Nature
- p. 350-361
Abstract
No abstract availableKeywords
This publication has 23 references indexed in Scilit:
- Flexural resistance of 3D cut welded joints between SHS columns and through I‐beamsce/papers, 2023
- Strength of connections between SHS columns and through platesce/papers, 2023
- Assessment of the stiffness of 3D cut welded connections with CHS columns and through I-BEAMSStructures, 2020
- The problematic nature of steel hollow section joint fabrication, and a remedy using laser cutting technology: A review of research, applications, opportunitiesEngineering Structures, 2019
- 03.33: Experimental assessment of tolerances for the fabrication of laser‐cut steel jointsce/papers, 2017
- Cyclic behaviour of external diaphragm joint to CHS column with built‐in replaceable linksSteel Construction, 2016
- Cyclic behavior of stiffened joints between concrete-filled steel tubular column and steel beam with narrow outer diaphragm and partial joint penetration weldsFrontiers of Structural and Civil Engineering, 2016
- Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragmEarthquake Engineering & Structural Dynamics, 2010
- Dynamic behavior of flexible, semirigid and rigid steel framesJournal of Constructional Steel Research, 1991
- Seismic response of multi-storey steel buildings with flexible connectionsEngineering Structures, 1988