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The forced vibration responses of the various configurations of partially treated MR sandwich beam are also evaluated under harmonic force excitations.
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The shear strengths of the beams were also evaluated based on different fracture mechanics approaches and the modified compression field theory (MCFT) method.
Another equation for moment of inertia of cracked section, which was originally suggested by the precast/prestressed concrete institute (PCI) Design Handbook for bonded partially prestressed concrete beams, is also evaluated in the study.
The students are also evaluated based on these test scores.
The influence of beam and reactor core axes non-coincidence on the beam properties was also evaluated.
The increase in resistance due to loading rate for beams with different aspect ratios is also evaluated and reported.
Cardiac functions were also evaluated with echocardiography.
Copy-number alterations (CNAs) were also evaluated.
Aerodynamic damping was also evaluated.
Their electroconductivities were also evaluated.
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