Numerical Based Performance of UK Industry Standard Simple and/or Semi-rigid Steel Connections Subjected to Rapid Rotations

Author:

Kidd M.,Judge R.,Jones S.W.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference28 articles.

1. Unified Facilities Criteria. UFC 4-023-03 - Design of buildings to resist progressive collapse, Department of Defense (DoD), Washington (D.C). 2009;.

2. BCSA S, Tata Steel. SCI P358 Joints in Steel Construction: Simple Joints to Eurocode 3:. 2014 Re-print ed. Ascot, UK: The Steel Construction Institute & The British Constructional Steelwork Association Limited; 2011.

3. A Methodology for Combined Rotation-Extension Testing of Simple Steel Beam to Column Joints at High Rates of Loading;Tyas;Experimental Mechanics,2012

4. Stoddart EP, Byfield MP, Tyas A. Blast Modeling of Steel Frames with Simple Connections. J. Struct.Eng. 2012; 140(1).

5. Strain rate dependent component based connection modelling for use in non-linear dynamic progressive collapse analysis;Stoddart;Engineering Structures,2013

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1. Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames;Journal of Constructional Steel Research;2021-11

2. Experimental study on hollow section joints under impact loading;Journal of the Croatian Association of Civil Engineers;2020-06

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