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Consequently, a slightly stiffer response of the beam is obtained.
The strain-hardening response strongly influenced the shear response of the beam specimen.
Finally, time response of the beam is presented based on the Newmark method.
An analytical technique is developed to determine the response of the beam.
The effects of tip mass on the dynamic response of the beam are also studied.
The vibration response of the beam with spatial periodic parameters under harmonic excitations is studied.
The dynamic response of the beam is obtained via the fourth-order Runge Kutta method.
Lagrange's equations are applied to analyze dynamic response of the beam.
By using this solution method, the influence of various system parameters on the response of the beam is studied.
Substituting the impulse into the equations of motion, the dynamic response of the beam can be obtained.
The modal expansion theory is used to obtain the response of the beam due to moving load.
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