Sentence examples for frames are evaluated from inspiring English sources

The seismic performances of 26 sample frames are evaluated with pushover and dynamic analyses under 25 real strong ground motion records.

To extract volume-based features, connected components (skin regions) of the skin image are extracted and their spatiotemporal relationship and arrangement in the consecutive frames are evaluated.

The seismic behavior of the frames is evaluated using nonlinear response history analysis.

In this paper, overstrength, ductility and response modification factor of Buckling Restrained Braced frames were evaluated.

The frames were subjected to cyclic loading and strength, crack expansion, stiffness, ductility, energy dissipation, and strength reduction factor of all the frames were evaluated.

The influence of partial composite action between concrete slab and steel beam and of partial-strength connections on the seismic response of composite frames is evaluated.

The response of the damaged frames is evaluated when retrofitted using three approaches, namely, increasing the strength of the beams, increasing the stiffness of the beams, and increasing both strength and stiffness of the beams.

The structural performance of the different versions of the frames was evaluated by subjecting each one to a set of twenty ground motions representative of the design earthquake with 10% exceedance probability in fifty years.

In this study the effect of infill steel panels on enhancing the progressive collapse resisting capacity of moment frames is evaluated, and a simple design procedure for infill steel plates is proposed to enhance the progressive collapse resisting capacity of steel moment frames.

In this approach, absolute pixel-by-pixel difference between two successive halftone frames is evaluated.

Thus, the maximum configuration latency (MCL) for a frame k ensuring a null extra delay between two frames is evaluated using (1).