Structural instability of multi-storey door-type modular steel scaffolds
- 1 June 2004
- journal article
- Published by Elsevier in Engineering Structures
- Vol. 26 (7) , 867-881
Abstract
No abstract availableKeywords
This publication has 11 references indexed in Scilit:
- STABILITY AND SIMULATION-BASED DESIGN OF STEEL SCAFFOLDING WITHOUT USING THE EFFECTIVE LENGTH METHODInternational Journal of Structural Stability and Dynamics, 2003
- Experimental and analytical capacity of frame scaffoldingEngineering Structures, 2001
- Analysis of large proprietary access scaffold structuresProceedings of the Institution of Civil Engineers - Structures and Buildings, 2001
- Load-carrying capacities and failure modes of scaffold-shoring systems, Part II: An analytical model and its closed-form solutionSTRUCTURAL ENGINEERING AND MECHANICS, 2000
- On the development of a robust element for second-order `non-linear integrated design and analysis (nida)'Journal of Constructional Steel Research, 1998
- Structural Modeling and Analysis of Modular Falsework SystemsJournal of Structural Engineering, 1997
- High clearance scaffold systems during construction —I. Structural modelling and modes of failureEngineering Structures, 1996
- Load-Carrying Capacity of ScaffoldsStructural Engineering International, 1995
- STRUCTURAL BEHAVIOUR OF LOAD BEARING FALSEWORK.Proceedings of the Institution of Civil Engineers, 1979
- THE COLLAPSE STRENGTH OF TUBULAR STEEL SCAFFOLD ASSEMBLIES.Proceedings of the Institution of Civil Engineers, 1977