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The Liège‐Guillemins station is a monumental “dome” of steel and glass 200 m long, covering the tracks, platforms and travel centre. This dome has a central section 73 m wide which is flanked by two impressive lateral canopies 39 and 45 m wide cantilevering over the square at the City entrance...
This paper reports on recent developments in high‐strength and stainless steel tubular members and connections. It includes carbon steel tubes with a yield stress up to 1350 MPa and stainless steel tubes. The paper describes high‐strength tubes in terms of residual stresses, material properties...
A review of seismic design solutions for connections is presented in this paper, with particular focus on methods that are already “pre‐approved” or “acceptable to code” for use by engineers in steel‐framed structures using hollow sections. This review is intended to illustrate the limited...
Drafts of the AISC guide for hotspot stress contained several radical technical proposals that could benefit from exposure and peer review before publication in the design guide. These are:
This paper presents a summary, with background information, of the design recommendations developed recently for axially loaded X and T joints between elliptical hollow sections (EHS). These recommendations are based on experimental tests, finite element (FE) calibration and parametric studies...
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