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The test included one bare steel specimen and four composite specimens with floor slab.
Five half-scale interior beam-column assemblies representing a portion of a frame subjected to simulated seismic loading were tested, including one monolithic specimen and four precast specimens.
Numerical simulations of direct shear specimen and four point bending RC beams are conducted to investigate the interface bond stress distribution, load displacement response and failure mechanism.
One of them was tested without any retrofitting as a reference specimen and four of them were retrofitted specimens with CFRP strips.
These samples are composed of a control specimen and four specimens with different configurations of strengthened RC columns using steel angles and strips.
For molecular analyses, DNA was extracted from each specimen and four gene fragments, ITS2, EF1, Cytb and COI, were PCR amplified with conserved insect primers following standard protocols [23], [24], [25].
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Three beam column joints are tested; namely, a control specimen and two rehabilitated specimens.
The fatigue characteristics are identified via fatigue testing of a defect-free specimen and two specimens with different scarf angles.
A total of seven RC beam specimens were tested: one un-strengthened control specimen, and six specimens strengthened by SNSM-CFRP strips.
The constraint difference for cruciform specimen with shallow crack, compact tension (CT) specimen and three point bending specimen with shallow and deep cracks are investigated.
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.
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