Structural steel elliptical hollow sections
Lead Research Organisation:
University of Bradford
Department Name: Sch of Engineering Design and Technology
Abstract
Abstracts are not currently available in GtR for all funded research. This is normally because the abstract was not required at the time of proposal submission, but may be because it included sensitive information such as personal details.
People |
ORCID iD |
Dennis Lam (Principal Investigator) |
Publications
Dai X
(2010)
Numerical modelling of the axial compressive behaviour of short concrete-filled elliptical steel columns
in Journal of Constructional Steel Research
Dennis Lam (Author)
(2011)
Research in composite concrete filled columns
in Structural Engineer
Dennis Lam (Co-Author)
(2010)
Axial Compressive Behaviour of Stub Concrete-filled Columns with Elliptical Stainless-Steel Hollow Sections
in Steel and Composite Structures
Lam D
(2016)
Behaviour of Axially Loaded Concrete Filled Stainless Steel Elliptical Stub Columns
in Advances in Structural Engineering
Mahgub M
(2017)
Tests of self-compacting concrete filled elliptical steel tube columns
in Thin-Walled Structures
Yang J
(2017)
Structural Behaviour of Beam to Concrete-filled Elliptical Steel Tubular Column Connections
in Structures
Description | Behaviour and design of the elliptical steel-concrete composite columns |
Exploitation Route | Development and revision of the Eurocode 4 (EN1994-1-1) |
Sectors | Construction Education Environment |
Description | The findings have been used for the development and next revision of the Eurocode 4 (EN1994-1-1) |
Sector | Construction |
Impact Types | Policy & public services |
Description | EHS Columns |
Organisation | Imperial College London |
Department | Faculty of Engineering |
Country | United Kingdom |
Sector | Academic/University |
PI Contribution | Joint research proposal |
Collaborator Contribution | Joint research proposal |
Impact | Influence to the Eurocodes |
Start Year | 2009 |