Natural angular frequency of a bridge

In summary, the conversation discusses an oscillating system with a periodic external force and how it can be used to study the oscillations of the Millennium Bridge. The formula for the amplitude of the driven oscillations is provided, and the question is posed about the number of people walking on the bridge when a certain amplitude is observed. Using the given values and calculations, the number of people is estimated to be 288 times the natural angular frequency of the bridge. The question of how to calculate the natural angular frequency of the bridge is also raised.
  • #1
Linus Pauling
190
0
1.

Consider an oscillating system of mass m and natural angular frequency omega_n. When the system is subjected to a periodic external (driving) force, whose maximum value is F_max and angular frequency is omega_d, the amplitude of the driven oscillations is

A=\frac{F_{\rm max}}{\sqrt{(k-m{\omega_d}^2)^2+(b\omega_d)^2}}\;,

where k is the force constant of the system and b is the damping constant.

We will use this simple model to study the oscillations of the Millennium Bridge.

Assume that, when we walk, in addition to a fluctuating vertical force, we exert a periodic lateral force of amplitude 25 \rm N at a frequency of about 1 \rm Hz. Given that the mass of the bridge is about 2000 \rm kg per linear meter, how many people were walking along the 144-\rm m-long central span of the bridge at one time, when an oscillation amplitude of 75 \rm mm was observed in that section of the bridge? Take the damping constant to be such that the amplitude of the undriven oscillations would decay to 1/e of its original value in a time t=6T, where T is the period of the undriven, undamped system.
3. F_max = A_res * b*omega_d

omega_d is the frequency of the driving force of a person, which is 2*pi*1Hz = 2pi
A_res is the resonance amplitude, b is the damping constant

#people = F_max / F_avg
= (A_res *b*omega_d) / F_avg

plugging in (m*omega_d)/6pi for b, which I already calculated, as well as plugging in A_res and F_avg, I obtain:

288*omega_n

How do I calculate the natural angular frequency of the bridge?
 
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  • #2
Is this understandable?
 
  • #3


To calculate the natural angular frequency of the bridge, we need to use the formula for natural frequency:

omega_n = sqrt(k/m)

Where k is the force constant of the system and m is the mass of the bridge.

In this case, we are given the mass of the bridge (2000 kg per linear meter) and the length of the central span (144 m). We can calculate the force constant by dividing the mass by the length:

k = m/L = 2000 kg/144 m = 13.89 kg/m

Now we can plug this into the formula for natural frequency:

omega_n = sqrt(13.89 kg/m / 2000 kg/m) = sqrt(0.006945) = 0.0833 rad/s

Therefore, the natural angular frequency of the bridge is 0.0833 rad/s.
 

What is the natural angular frequency of a bridge?

The natural angular frequency of a bridge is the frequency at which it will naturally vibrate when disturbed.

How is the natural angular frequency of a bridge calculated?

The natural angular frequency of a bridge is calculated using the formula ω = √(k/m), where ω is the natural angular frequency, k is the stiffness of the bridge, and m is the mass of the bridge.

Why is the natural angular frequency of a bridge important?

The natural angular frequency of a bridge is important because it can help engineers determine the structural integrity and stability of the bridge. It also affects the comfort and safety of those using the bridge.

What factors can affect the natural angular frequency of a bridge?

The natural angular frequency of a bridge can be affected by factors such as the material and design of the bridge, the length and width of the bridge, and the environmental conditions such as wind and temperature.

How can the natural angular frequency of a bridge be controlled?

The natural angular frequency of a bridge can be controlled by adjusting the stiffness and mass of the bridge during the design and construction process. Dampers and other devices can also be added to the bridge to alter its natural frequency.

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