3. A civil engineering structure of mass m = 5000 kg and stiffness k= 720 kN/m is excited by a square pulse of force shown in Figure Q.3. force 2 kN time 0.2s Figure Q.3. (a) Using Duhamel's integral determine the displacement and velocity of the mass at the end of pulse. Note; the undamped impulse is given by: h(t)=sin (ot). ma, (b) Then using the following equation for free vibration find the displacement of the mass at t=04 s: x(1) = Asin (@,(1-02)) + Bcos(@,(t-02))

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3. A civil engineering structure of mass m= 5000kg and stiffness k = 720 kN/m is excited by a
square pulse of force shown in Figure Q.3.
force
2 kN
time
0.2 s
Figure Q.3.
(a) Using Duhamel's integral determine the displacement and velocity of the mass at the end
of pulse. Note; the undamped impulse is given by: h(t)=sin (ot).
ma,
(b) Then using the following equation for free vibration find the displacement of the mass at
t= 04 s:
x(1) = Asin (», (t-02)) + Bcos(@,(1-02))
Transcribed Image Text:3. A civil engineering structure of mass m= 5000kg and stiffness k = 720 kN/m is excited by a square pulse of force shown in Figure Q.3. force 2 kN time 0.2 s Figure Q.3. (a) Using Duhamel's integral determine the displacement and velocity of the mass at the end of pulse. Note; the undamped impulse is given by: h(t)=sin (ot). ma, (b) Then using the following equation for free vibration find the displacement of the mass at t= 04 s: x(1) = Asin (», (t-02)) + Bcos(@,(1-02))
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