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Behavior of the geopolymer beam is determined using a flexural test with four-point bending, elastic theory, and a finite element model (FEM).
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The polarization of the electron beam was determined using a Compton laser backscattering polarimeter.
The first Q natural frequencies of the given uniform Euler Bernoulli beam are determined using analytical solution.
Asymmetries as small as 1 part-per-million in the scattering of a polarized electron beam are determined using a dedicated apparatus.
The growth of time-dependent strain with age of concrete in the PC beam of cross-sectional area 125 × 250 mm2 and length 2,000 mm (same as experimental beam) was determined using MIDAS Civil software.
The propagation parameters of the intra-cavity beam were determined using the ABCD-matrix method, allowing the analytical formulation of the size of two beam waists occurring inside the cavity.
The instantaneous strain values of RCC and PSC beams were determined using standard bending theory of flexural members.
The mass and stiffness matrices of the beam elements are determined using Timoshenko beam elements including shear deformation and rotatory inertial effects.
The residual flexural strength of a rectangular beam could be determined using Eq. (4) by substituting the value of the calculated C f from Eq. (5).
The effective beam positions (EBPs) are determined using hybrid Doppler interferometry on reception using 16 receivers (after Spargo et al. 2015).
Finally, the connection percentages of both support and beam-to-column connections are determined using an approach improved depending on the rotational spring stiffness.
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