The dynamic modulus of elasticity of bamboo scrimber beams were evaluated using ultra-sonic pulse method.
The behaviors of the cantilever beams are evaluated using multiple performance measures, including hysteretic loops, numbers of cracks, beam rotations, and steel strains.
The cracking in the beams is evaluated using the full-field surface displacements obtained from the digital image correlation (DIC) technique.
The proposed model for RC and HDC deep beams is evaluated using the test results of 201 RC and 28 HDC deep beams, respectively, and the proposed model shows good agreement with the test results.
The structural response of the beam is evaluated using a beam finite element model comprising a cross section analysis tool which is suitable for the analysis of anisotropic and inhomogeneous sections of arbitrary geometry.
Whereas HP1 was evaluated using all beam types under large-flied conditions and small-photon-beam fields down to 0.7×0.7 cm2, HP2 was evaluated using small-electron and photon-beam conditions down to 0.3×0.3 cm2 6 MV photon field.
Degree of motor incoordination was evaluated using inclined beam-walking test and lateral push test.
Locomotor recovery was evaluated using BBB score.
Depression was evaluated using the Center for Epidemiological Studies Depression Scale CES-D Scale CES-D
The effect of geometry on thermoelastic damping in micro-beam resonators is evaluated using an eigenvalue formulation and a customized finite element method.
