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The peak forces and, even more, the maximum moments varied inter-individually to a considerable extent.
In addition, modified equations to calculate maximum moments in longitudinal girders according to ECP2012 are proposed.
From the experiments, interfacial shear stresses along the length of the CFRP sheets and maximum moments were obtained.
In the resonance case the sloshing response reaches the highest amplitude and maximum moments are measured, representing a worst case scenario for the reactor safety.
The semirigid connections cause a shift in moments from the beam ends to the span, and as a result, the overall maximum moments decrease in beams.
Full plasticity was developed at the mid-span section of each beam; however, the maximum moments attained at the internal supports were governed by local buckling, which is related to the slenderness of the composite section.
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It can provide the biggest attainable moment subset and provide the maximum moment in any direction.
Distributions of maximum moment and displacement were plotted using the result of responses.
Test results showed that a maximum moment redistribution of 56% occurred in the strengthened frames.
A 43.1% reduction of the maximum moment can be achieved in the design.
Slender steel sections in bending are generally designed by taking the maximum moment as the yield moment.
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