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However, for higher values of shear strain, Beam-0°/90°/45° shows the highest shear resistance.
For most of the cases the rectangular pushover has higher values of shear demands.
Using the measured displacements, values of shear and normal strains in the adhesive layer were determined.
Wave induced maximum response values of shear force, bending moment and torsional moment are estimated.
The model is fed with some assumed data and the resulting output values of shear strength are studied.
The measurement was conducted in varying speed mode condition and the values of shear rate and shear stress were obtained.
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The results show that the variation of Winkler elastic coefficient has little effect on the non-dimensional natural frequency at different values of shearing layer elastic coefficient.
It is observed that the variation of Winkler elastic coefficient has little effect on the non-dimensional natural frequency at different values of shearing layer elastic coefficient.
It is clear that with increasing the shearing layer elastic coefficient of the foundation, the frequency parameters increase to some limit values and for the large values of shearing layer elastic coefficient, the frequency parameters become independent of it.
The pre-selection was based either on geometrical features or on values of shear- or disease-metrics.
Less than one value of shear lag ratio describes the negative shear lag.
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