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Three strengthened box beams and one reference box beam were tested.
Four 2/3 scale interior beam column joints, including one control specimen and three strengthened specimens, were prepared and tested under quasi-static cyclic loading.
Total of five specimens, scaled to 37%% of the prototype structure, were constructed for the loading tests: two unstrengthened and three strengthened specimens.
Three strengthened with GFRP specimens, one flexural reference specimen designed in accordance to Regulation on Buildings Constructed in Disaster Areas rules, and one shear reinforcement insufficient reference specimen was tested.
In this study monotonic loading tests of five RC beam-column subassemblages, two unstrengthened and three strengthened specimens, were carried out to investigate their progressive collapse resisting capacity and to observe the effect of the reinforcement methods.
EDT) - Tropical Depression Three strengthened into Tropical Storm Bob.
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Three strengthening systems, from two manufacturers (Sika® and STO®), were used to prepare the specimens.
Three strengthening mechanisms have been analyzed: (i) boundary strengthening, (ii) dislocation strengthening and (iii) solid solution hardening.
The six slabs including cut-outs contained one control un-strengthened slab along with five strengthened slab.
Four strengthened beams had no end wraps or anchorages.
A total of 15 RC beams, including three control and twelve strengthened, were prepared and tested.
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