THE BEHAVIOUR UP TO FAILURE OF PRESTRESSED CONCRETE BOX BEAMS OF DEFOR -MABLE CROSS-SECTION SUBJECTED TO ECCENTRIC LOAD.

Keywords: UNIVERSIDAD NACIONAL DE TUCUMAN ARGENTIN, HERIOT WATT UNIVERSITY, BEHAVIOUR, FAILURES, PRESTRESSED, CONCRETE, BOX, BEAMS, DEFORMATION, LOADS, ECCENTRIC, TESTS, THICKNESS, WEBS, CRACKS, DIFFERENCES, PROPAGATION, BENDING, TORSION, SHEAR, DEFLECTION, ROTATION, FLEXURAL, TORSIONAL, DISTORTIONAL, STIFFNESS, STRAIN, LONGITUDINAL, TRANSVERSE, STRESS, ULTIMATE, COLLAPSE, MECHANISMS, EXPERIMENTAL, TRUSSES, SPACE, SPECIMENS, MODELS, INITIAL