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Frequency spectrum, modal shape, deflection, stress, and strain are analyzed.
Analysis results included failure shape, deflection, support rotation, and stress in reinforcement.
When beam-column connection is reinforced with all types of reinforcements at once, blast-resistant behavior can be much improved in terms of failure shape, deflection, support rotation, and so on.
(4) When beam-column connection is reinforced with all types of reinforcements at once, blast-resistant behavior can be much improved in terms of failure shape, deflection, support rotation, and so on.
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Precise direction of inclination, leaning angle, local deviations from circular building shape, deflections from vertical planes, local curvatures and related maps were obtained with high accuracy by DA, based on detailed point cloud 3D mesh model.
Analysis results mainly focused on failure shape, beam deflection, support rotation, Stress and strain in the reinforcements, and so on.
Specimen BC-A, which was reinforced with various reinforcements including flexural, diagonal and shear rebars, showed the best performance in terms of failure shape, maximum deflection, support rotation, and relocation of plastic hinge zone.
To make accurate assumptions about the samples elastic properties it is important that the wood does not become permanently deformed i.e. the beam does not return to its original shape after deflection.
(5) According to the analysis result in this study, support rotation of some specimens exceeded the failure criteria despite they have shown good behavior with regard to failure shape and deflection.
The intrinsic strain conditions shaping the deflection profiles for the diaphragm actuators were also analyzed.
The shapes of the deflection contour for both systems are very similar; however, the results tabulated in Table 1 reveal that the mid-span deflection of the middle girder containing discrete connections at 122 cm is approximately 10%% larger than that in the fully supported model.
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