THE COLLAPSE STRENGTH OF TUBULAR STEEL SCAFFOLD ASSEMBLIES.

Keywords: ITALY, UK, OXFORD UNIVERSITY, CATANIA UNIVERSITY, COLLAPSE, STEEL, COMPUTERS, PROGRAMS, INSTABILITY, CONNECTIONS, DISPLACEMENT, FITTINGS, BUILDINGS, STOREYS, TESTS, EFFECTIVE, PLOTS, STRENGTH, SCAFFOLD, METHODS, EIGEN VALUES, PLASTICITY, ACCESS, CONSTRUCTION, TOWERS, GEOMETRY, COLUMNS, FORMULAE, TUBULAR, ASSEMBLY, CALCULATIONS, ELASTIC, COUPLERS, FINITE, TUBES, TALL, PREDICTION, APPROXIMATION, SCAFFOLDING, LENGTH, FAILURES