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The stiffness deterioration and equivalent hysteretic damping (energy absorption capacity) of tested specimens are compared and discussed.
The experimental program has been designed to investigate the influence of the shear span-to-depth ratio on diagonal crack propagation and load carrying capacity of tested beams.
The test results indicate that using encased steel shapes can provide a significant enhancement in load carrying capacity, stiffness, ductility and energy absorption capacity of tested beams.
The approach using the calculation of load capacity of tested slab with influence of contact surface is also described.
The tests indicated that the cracks up to 0.25 mm [0.01 in.] did not affect the capacity of tested undercut anchors but caused larger displacements at failure.
The concentration of the colored complex is directly proportional to the HClO excess and inversely related to the antioxidant capacity of tested plasma.
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During our period of investigation between 2009 and 2012, the boar testing station in Norway [ 19] had a capacity of testing 1152 pigs in 16 separate rooms at the same time.
Bending capacities of tested members were compared to distinguish the effects of torsion, axial load and their combination in affecting a member's bending performance.
In addition to this, a new design rule was proposed based on the direct strength method to predict the web crippling capacities of tested beams.
The predictive capacity of the tested parameters was tested by receiver operating characteristic analysis [ 9].
Scaled down models are widely used for experimental investigations of large structures due to the limitation in the capacities of testing facilities along with the expenses of the experimentation.
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CEO of Professional Science Editing for Scientists @ prosciediting.com