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Beam specimens are tested under two-point loading condition.
The specimens are tested under quasi-static load to failure.
Specimens are tested up to 1000 such cycles.
The specimens are tested as displacement control procedure at a displacement rate of 0.5 mm/min.
For each composite sample, five specimens are tested for mechanical property evaluation.
Seven columns specimens are tested to evaluate the strength improvement provided by steel strengthening of columns.
Totally, six specimens are tested and results are compared with finite element analysis (Table 3).
Totally, six specimens are tested with a nominal overall slenderness ratio ranging from 30 to 50.
All the specimens are tested under axial loading with subjected to pinned end conditions.
Specimens are tested under uni-axial tensile loading using a servo-hydraulic testing apparatus.
Eight beam-to-column sub-assemblage specimens are tested under monotonic and cyclic loading conditions.
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