give answer in 2 step with explanation at the end of each step and final answer at the end:QS: Consider the coupled pendulums shown below each of ength Land mass moment of inertia
of =m. Assume that k, =k. Also, the first pends subjected toa harmanic moment
of the form M, = Me™, With small osclations assumption, the lincarized governing
equations given by the equations below. (38 Marks)
7, pM,
iw Ra, Pe Thy
m\ fe
© -
Fi QI. (0) Schcmaic ofthe sie coupe pedebens. 5 Fe body digas.
mIZ6, + mole, + (k + k)e%0, ~ ka®6, = 0
mL, + mol, + (k + ky)a8, ~ ka®6, = My
Cateutt the follwing and shew your werk in dts:
3) Write the governing cquatons in matrix form. (5 Marks)
b) Find the natural ioquencies ifm = L = k= ky =a =1 10 Marks)
©) Find the mode shapes using the same parameter in part b, and draw schematics to
represent them. (14 Marks)
4) Construct the non-nermalized ransformation mari. (5 Marks)
Question:
give answer in 2 step with explanation at the end of each step and final answer at the end: QS: Consider the coupled pendulums shown below each of ength Land mass moment of inertia
of =m. Assume that k, =k. Also, the first pends subjected toa harmanic moment
of the form M, = Me™, With small osclations assumption, the lincarized governing
equations given by the equations below. (38 Marks)
7, pM,
iw Ra, Pe Thy
m\ fe
© -
Fi QI. (0) Schcmaic ofthe sie coupe pedebens. 5 Fe body digas.
mIZ6, + mole, + (k + k)e%0, ~ ka®6, = 0
mL, + mol, + (k + ky)a8, ~ ka®6, = My
Cateutt the follwing and shew your werk in dts:
3) Write the governing cquatons in matrix form. (5 Marks)
b) Find the natural ioquencies ifm = L = k= ky =a =1 10 Marks)
©) Find the mode shapes using the same parameter in part b, and draw schematics to
represent them. (14 Marks)
4) Construct the non-nermalized ransformation mari. (5 Marks)
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Asked by: Rahul
Created at: 2025-12-14 03:20:49
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Let's solve **question (a)** and **(b)** in **2 steps**. Explanations are given at each step.
---
## (a) Write the governing equations in matrix form
### **Step 1: Arrange the equations**
Given:
\[
\begin{align*}
mL^2\ddot{\theta}_1 + mgL\theta_1 + (k_1 + k_2)L^2\theta_1 - k_2L^2\theta_2 &= M_1 \\
mL^2\ddot{\theta}_2 + mgL\theta_2 + (k_1 + k_2)L^2\theta_2 - k_2L^2\theta_1 &=
\end{align*}
\]
**Explanation:**
We write both equations as given, keeping all terms with \(\theta_1\) and \(\theta_2\) grouped.
---
### **Step 2: Express in matrix form**
Combine coefficients and write in matrix form:
\[
\begin{bmatrix}
mL^2 & \\
& mL^2
\end{bmatrix}
\begin{bmatrix}
\ddot{\theta}_1 \\
\ddot{\theta}_2
\end{bmatrix}
+
\begin{bmatrix}
mgL + (k_1 + k_2)L^2 & -k_2L^2 \\
-k_2L^2 & mgL + (k_1 + k_2)L^2
\end{bmatrix}
\begin{bmatrix}
\theta_1 \\
\theta_2
\end{bmatrix}
=
\begin{bmatrix}
M_1 \\
\end{bmatrix}
\]
**Explanation:**
- The mass matrix is diagonal as both pendulums have the same mass moment of inertia.
- The stiffness matrix includes the gravitational and spring terms, with coupling via \(-k_2L^2\).
- The right side is the forcing vector.
---
### **Final matrix equation:**
\[
\boxed{
\mathbf{M}\ddot{\Theta} + \mathbf{K}\Theta = \mathbf{F}
}
\]
where
\[
\mathbf{M} =
\begin{bmatrix}
mL^2 & \\
& mL^2
\end{bmatrix}
,\quad
\mathbf{K} =
\begin{bmatrix}
mgL + (k_1 + k_2)L^2 & -k_2L^2 \\
-k_2L^2 & mgL + (k_1 + k_2)L^2
\end{bmatrix}
,\quad
\mathbf{F} =
\begin{bmatrix}
M_1 \\
\end{bmatrix}
\]
---
## (b) Find the natural frequencies if \(m = L = k_1 = k_2 = 1, g = 1\)
### **Step 1: Substitute values**
Substitute \(m = L = k_1 = k_2 = g = 1\):
\[
\mathbf{M} = \begin{bmatrix} 1 & \\ & 1 \end{bmatrix}
\]
\[
\mathbf{K} =
\begin{bmatrix}
1 + (1+1) & -1 \\
-1 & 1 + (1+1)
\end{bmatrix}
=
\begin{bmatrix}
3 & -1 \\
-1 & 3
\end{bmatrix}
\]
**Explanation:**
All parameters are set to 1, simplifying the mass and stiffness matrices.
---
### **Step 2: Solve the eigenvalue problem**
The natural frequencies are found from:
\[
\det(\mathbf{K} - \omega^2 \mathbf{M}) =
\]
So,
\[
\begin{vmatrix}
3 - \omega^2 & -1 \\
-1 & 3 - \omega^2
\end{vmatrix} =
\]
\[
(3 - \omega^2)^2 - 1 = \implies (3 - \omega^2)^2 = 1
\]
\[
3 - \omega^2 = \pm1
\]
So,
- When \(3 - \omega^2 = 1 \implies \omega^2 = 2\)
- When \(3 - \omega^2 = -1 \implies \omega^2 = 4\)
So,
\(\omega_1 = \sqrt{2}\)
\(\omega_2 = 2\)
**Explanation:**
Solving the determinant gives two eigenvalues, which are the squares of the natural frequencies.
---
## **Final Answers**
### **(a) Matrix form:**
\[
\boxed{
\mathbf{M}\ddot{\Theta} + \mathbf{K}\Theta = \mathbf{F}
}
\]
with \(\mathbf{M}\), \(\mathbf{K}\), and \(\mathbf{F}\) as above.
### **(b) Natural frequencies:**
\[
\boxed{
\omega_1 = \sqrt{2}, \quad \omega_2 = 2
}
\]
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