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Detector calibration, noise, linearity and stability are discussed, and the energy response in a 1 6 GeV positron beam is compared with simulations.

The HS analysis of a composite beam is compared with an unrestrained or simply supported version to highlight the difference in behaviour.

The PIXE spectrum obtained by external analysis of a historical enameled ceramic sample with a sub-millimeter beam is compared with that obtained by in-vacuum standard PIXE analysis.

Through numerical simulation of the bending behavior under impact loads, the rib-reinforced beam is compared with thin-walled hollow tube-like beams filled with and without foam materials (empty beam and foam-filled beam) in crashworthiness.

The predicted load-deflection curve of each beam is compared with its experimental counterpart over its entire loading range up to complete failure, and the two curves are found to be in reasonable agreement.

In particular, the effect of the centrifugal geometric stiffening due to the distributed inertia of the beam is compared with the effect of the centrifugal geometric stiffening due to the inertia of a mass concentrated at the end of the beam.

The RSBC beam was compared with other un-reinforced beams to evaluate its bending properties.

The calculated natural frequencies of the stepped beam were compared with the experimental measurements.

Characteristics of momentum distribution and micropulse bunch length of the electron beam are compared with beam dynamics simulation results in this paper.

The numerical results of a simply supported beam are compared with our measurements, and show a good agreement, although the temperature displacement curves exhibit rather irregular shapes.

The measured ultimate flexural capacity of basalt reinforced IPC beam was compared with the predicted value obtained using the guidelines for FRP-reinforced OPC concrete beam.