Problem Set 4 in CEE 502: Damped Vibration Analysis - Prof. Marc Eberhard, Assignments of Civil Engineering

A problem set from the university of xyz's civil engineering course cee 502, focusing on damped vibration analysis. Students are required to solve problems related to the undamped single-degree-of-freedom cantilever system subjected to blast loading and ground motion. The problems include determining displacement histories, plotting normalized displacement solutions, and finding maximum displacement responses.

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Pre 2010

Uploaded on 03/10/2009

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CEE 502 Problem Set 4 Winter 2008
(Due 5:00 PM, Friday, Feb 8, in 233 More)
(YOU MAY WORK IN GROUPS OF TWO ON THIS ASSIGNMENT)
Reading: Chopra Sections 3.1-3.7, 4.1 – 4.9
1. Solve Chopra Problem 3.2.
2. Solve Chopra Problem 3.10.
3. The undamped, single-degree-
of-freedom cantilever system
shown is subjected to a blast
loading, F(t), with the following
magnitude.
2
max 1
() 1 4 2
b
t
Ft F T
⎡⎤
⎛⎞
⎢⎥
=−
⎜⎟
⎢⎥
⎝⎠
⎣⎦
where Tb is the duration of the
blast loading.
a) Using the method of undetermined coefficients, determine the displacement history of
the mass for twice the blast length, if the blast duration is equal to:
(i) Tn/2, where Tn is the natural period of the oscillator
(ii) Tn
(iii) 2 Tn
b) Neatly plot the normalized displacement (u(t)/ustatic) solution versus t/Tb for t/Tb = 0
to 2.
c) For the three blast length, determine the maximum displacement response during the
time period t/Tb = 0 to 2.
d) Which of the pulse lengths resulted in the largest maximum displacement? Is this
reasonable? Explain.
F(t)
t
Tb
Fmax
F(t)
L
m
E, I
pf2

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CEE 502 Problem Set 4 Winter 2008

(Due 5:00 PM, Friday, Feb 8, in 233 More) (YOU MAY WORK IN GROUPS OF TWO ON THIS ASSIGNMENT)

Reading : Chopra Sections 3.1-3.7, 4.1 – 4.

1. Solve Chopra Problem 3.2. 2. Solve Chopra Problem 3.10. 3. The undamped, single-degree- of-freedom cantilever system shown is subjected to a blast loading, F(t), with the following magnitude.

2 max

b^2

t F t F T

where Tb is the duration of the blast loading.

a) Using the method of undetermined coefficients, determine the displacement history of the mass for twice the blast length, if the blast duration is equal to:

(i) Tn/2, where Tn is the natural period of the oscillator (ii) Tn (iii) 2 Tn

b) Neatly plot the normalized displacement (u(t)/ustatic ) solution versus t/Tb for t/Tb = 0 to 2.

c) For the three blast length, determine the maximum displacement response during the time period t/Tb = 0 to 2.

d) Which of the pulse lengths resulted in the largest maximum displacement? Is this reasonable? Explain.

F(t)

t Tb

Fmax

F(t)

L

m

E, I

4. The undamped, single- degree-of-freedom cantilever system shown below is subjected to a ground motion, ag(t), of the following form.

0 1 1

g ( )^1 sin

t t a t a t t

⎣ ⎝^ ⎠⎦

where a 0 is the acceleration at t = 0.

a) By superimposing solutions that have already been developed in class (or in the text), compute the relative displacement history for t<t1.

b) On the same plot, show the total response for t1 = 0.1 Tn and t1 = 0.5 Tn. for 0 < t < Tb.

c) In non-dimensional form, plot the relation between the maximum relative displacement response and the pulse length. Plot maxima for t1/Tn = 0 to t1/Tn = 2 in increments of 0.1. Although this assumption is not correct for the shortest pulses, assume that the maximum occurs during the duration of the pulse. It is probably easier to evaluate the maximum response numerically than to solve for it closed form.

ag(t)

t t (^1)

L a 0

m

E, I

ag(t)