University Calculus · Calculus IV大学微积分 · 第 D5 单元

Unit D5: Mechanical and Electrical Vibrations机械振动与电学振动

One second-order linear ODE governs a mass on a spring and a series RLC circuit alike, from gentle damping to runaway resonance.一个二阶线性 ODE 同时描述弹簧质量系统与串联 RLC 电路,从轻阻尼到失控共振,一网打尽。

Calculus IV ODEs Differential Equations MIT 18.03 / GT 2552
Read me first. This unit applies constant-coefficient second-order linear ODEs to physical oscillators. We build the spring-mass equation from Newton's law, classify free motion as undamped, underdamped, critically damped, or overdamped, drive the system sinusoidally to study resonance and beats, and map every result onto the series RLC circuit. Work through each worked example before the quiz, and keep the normalized form (with natural frequency and damping rate) in view throughout.

The Spring-Mass Model弹簧-质量模型

Key idea.核心概念。 A point mass $m$ on a spring, sliding with viscous friction and pushed by an external force, obeys a single second-order linear ODE with constant coefficients. Newton's second law turns three physical laws (Hooke's law for the spring, a linear drag law for friction, and the applied force) into one differential equation. Every vibration problem in this unit is a special case of this one equation.弹簧上的质点在粘性摩擦力和外力驱动下,满足一个常系数二阶线性 ODE。牛顿第二定律将胡克定律、线性阻尼和外力三条物理定律合并为一个微分方程。本单元所有振动问题均是此方程的特殊情形。
Equation of motion for the damped, driven oscillator
$$ m\,x'' + c\,x' + k\,x = F(t), \qquad m>0,\ c\ge 0,\ k>0. $$

Here $x(t)$ is the displacement of the mass from its equilibrium position, $m$ is the mass, $c$ is the damping (drag) constant, $k$ is the spring constant, and $F(t)$ is the external driving force. Hooke's law contributes the restoring term $-kx$ (a stretched spring pulls back), viscous friction contributes $-cx'$ (drag opposes velocity), and Newton's law $ma = \sum \text{forces}$ assembles them.

$x(t)$ 为偏离平衡位置的位移(向下为正)。弹力为 $-kx$,阻尼力为 $-cx'$,合并得到上述标准方程。

Equilibrium and the role of gravity.平衡位置与重力的作用。 For a vertical spring, gravity shifts the equilibrium point but not the equation. If $x$ is measured from the new equilibrium where $mg = k\,x_0$, the constant gravitational term cancels and the homogeneous equation $mx'' + cx' + kx = 0$ governs the deviation from equilibrium.取弹簧伸长到平衡位置后的坐标系,则重力与弹簧静态伸长量相消,方程中无需出现 $mg$ 项。
Standard (normalized) form
$$ x'' + 2\beta\,x' + \omega_0^2\,x = \frac{F(t)}{m}, \qquad \omega_0 = \sqrt{\frac{k}{m}}, \quad \beta = \frac{c}{2m}. $$

Dividing by $m$ produces two parameters with clean meaning: $\omega_0$ is the natural (undamped) angular frequency and $\beta$ is the damping rate. The whole unit is the study of how $\beta$ and $\omega_0$ shape the solution.

将方程两边除以 $m$,得到标准化形式,其中 $\omega_0 = \sqrt{k/m}$ 为固有角频率,$\beta = c/(2m)$ 为阻尼率。整个单元研究 $\beta$ 和 $\omega_0$ 如何决定解的形态。

Worked Example 1.1: building the equation from data

A $2\ \text{kg}$ mass stretches a spring $0.5\ \text{m}$ at rest under gravity. The damping force is $8$ newtons when the speed is $4\ \text{m/s}$. Write the equation of motion with no external force. Take $g = 10\ \text{m/s}^2$.

Hooke's law at equilibrium: $mg = k\,x_0$, so $k = \dfrac{(2)(10)}{0.5} = 40\ \text{N/m}$.

Damping is linear: $c\,(4) = 8$, so $c = 2\ \text{N}\cdot\text{s/m}$.

$$ 2x'' + 2x' + 40x = 0 \quad\Longleftrightarrow\quad x'' + x' + 20x = 0. $$

Thus $\omega_0 = \sqrt{20} \approx 4.47\ \text{rad/s}$ and $\beta = \tfrac{1}{2}$.

The normalized form is worth dwelling on, because almost every textbook result is stated in terms of $\omega_0$ and $\beta$ rather than $m$, $c$, $k$. A useful single number combining the two is the damping ratio $\zeta = \beta/\omega_0 = c/(2\sqrt{mk})$. It is dimensionless, so it captures the qualitative behaviour of the system independently of the choice of units: $\zeta < 1$ is underdamped, $\zeta = 1$ is critically damped, and $\zeta > 1$ is overdamped. We will meet these three regimes in full in Section 3, but it is worth seeing now that they are already encoded in a single ratio of the physical constants.

Worked Example 1.2: a vertical spring and the cancellation of gravity

A $0.25\ \text{kg}$ mass hangs from a spring and stretches it $0.05\ \text{m}$ at rest. There is no damping. Measuring $y$ downward from the natural (unstretched) length, Newton's law reads $m y'' = mg - k y$. Show that measuring $x$ from the equilibrium position removes the gravity term, and write the resulting equation. Take $g = 9.8\ \text{m/s}^2$.

At equilibrium the spring force balances gravity: $k\,y_0 = mg$, so $k = \dfrac{(0.25)(9.8)}{0.05} = 49\ \text{N/m}$. Now substitute $y = y_0 + x$, where $x$ is the displacement from equilibrium. Since $y_0$ is constant, $y'' = x''$, and

$$ m x'' = mg - k(y_0 + x) = (mg - k y_0) - kx = 0 - kx = -kx. $$

The constant gravitational offset is absorbed exactly by the new equilibrium, leaving $m x'' + k x = 0$. Numerically $0.25\,x'' + 49\,x = 0$, so $\omega_0 = \sqrt{49/0.25} = \sqrt{196} = 14\ \text{rad/s}$.

Worked Example 1.3: reading off the parameters from an equation

Given $3x'' + 12x' + 75x = 6\cos 4t$, identify $m$, $c$, $k$, $\omega_0$, $\beta$, the damping ratio $\zeta$, and the driving frequency.

Read coefficients directly: $m = 3$, $c = 12$, $k = 75$. Then

$$ \omega_0 = \sqrt{\tfrac{k}{m}} = \sqrt{\tfrac{75}{3}} = \sqrt{25} = 5, \qquad \beta = \tfrac{c}{2m} = \tfrac{12}{6} = 2. $$

The damping ratio is $\zeta = \beta/\omega_0 = 2/5 = 0.4 < 1$, so the free system is underdamped. The drive $6\cos 4t$ has driving frequency $\omega = 4$, which is below $\omega_0 = 5$. Dividing through by $m=3$ puts it in standard form: $x'' + 4x' + 25x = 2\cos 4t$.

Common error.常见错误。 Students often forget to divide every term by $m$ before reading off $\omega_0$ and $\beta$. From $3x'' + 12x' + 75x = 0$ it is wrong to say $\omega_0^2 = 75$ or $2\beta = 12$. The natural frequency is $\omega_0 = \sqrt{k/m} = \sqrt{75/3} = 5$, not $\sqrt{75}$, and $\beta = c/(2m) = 12/6 = 2$, not $6$. Always normalize so the coefficient of $x''$ is $1$ first.常见错误:忘记除以 $m$。若直接写 $\omega_0^2 = 75$ 或 $2\beta = 12$(对于 $3x'' + 12x' + 75x = 0$),则结果有误。正确值为 $\omega_0 = \sqrt{75/3} = 5$,$\beta = 12/6 = 2$。务必先将 $x''$ 系数化为 1。
In $mx'' + cx' + kx = F(t)$, which term is the restoring force predicted by Hooke's law?
1.1
$mx''$
$cx'$
$kx$
$F(t)$
Correct. Hooke's law gives a force $-kx$ proportional to displacement and directed back toward equilibrium; moved to the left side it appears as $+kx$.
$mx''$ is inertia (Newton's law), $cx'$ is viscous damping, and $F(t)$ is the external drive. The spring's restoring force is $kx$.

Free Undamped Motion自由无阻尼运动

Key idea.核心概念。 With no damping ($c=0$) and no drive ($F=0$), the mass oscillates forever at its natural frequency. This is simple harmonic motion. The solution is a sinusoid whose frequency depends only on $k$ and $m$, never on the amplitude.当 $c=0$、$F=0$ 时,质点以固有频率永久振荡,即简谐运动。解为正弦波,频率仅取决于 $k$ 和 $m$,与振幅无关。
Equation and general solution
$$ x'' + \omega_0^2\,x = 0, \qquad x(t) = c_1\cos\omega_0 t + c_2\sin\omega_0 t. $$

The characteristic equation $r^2 + \omega_0^2 = 0$ has the pure imaginary roots $r = \pm i\omega_0$, so the two independent real solutions are $\cos\omega_0 t$ and $\sin\omega_0 t$. The constants $c_1, c_2$ are fixed by the initial position and velocity.

特征方程为 $r^2 + \omega_0^2 = 0$,根为 $r = \pm i\omega_0$(纯虚数),对应无衰减的纯振荡解。常数 $c_1, c_2$ 由初位置和初速度确定。

Amplitude-phase form
$$ x(t) = A\cos(\omega_0 t - \phi), \qquad A = \sqrt{c_1^2 + c_2^2}, \quad \tan\phi = \frac{c_2}{c_1}. $$
Frequency, period, and amplitude.频率、周期与振幅。 The angular frequency is $\omega_0 = \sqrt{k/m}$, the period is $T = 2\pi/\omega_0$, and the ordinary frequency is $\nu = \omega_0/(2\pi)$. The amplitude $A$ and phase $\phi$ carry the initial conditions; the frequency is a property of the system alone.固有角频率 $\omega_0 = \sqrt{k/m}$(rad/s),周期 $T = 2\pi/\omega_0$(s),频率 $f = 1/T$(Hz),振幅 $A = \sqrt{c_1^2 + c_2^2}$。频率是系统属性,与初始条件无关。
Worked Example 2.1: solving an initial value problem

Solve $x'' + 16x = 0$ with $x(0) = 3$, $x'(0) = -8$, and report the amplitude and period.

Here $\omega_0 = 4$. The general solution is $x = c_1\cos 4t + c_2\sin 4t$.

From $x(0)=3$: $c_1 = 3$. From $x'(t) = -4c_1\sin 4t + 4c_2\cos 4t$ and $x'(0)=-8$: $4c_2 = -8$, so $c_2 = -2$.

$$ x(t) = 3\cos 4t - 2\sin 4t, \qquad A = \sqrt{9+4} = \sqrt{13}, \quad T = \frac{2\pi}{4} = \frac{\pi}{2}. $$
Worked Example 2.2: converting to amplitude-phase form

Write $x(t) = 3\cos 4t - 2\sin 4t$ from the previous example in the single-cosine form $A\cos(\omega_0 t - \phi)$.

Match $A\cos(\omega_0 t - \phi) = A\cos\phi\,\cos\omega_0 t + A\sin\phi\,\sin\omega_0 t$ against $3\cos 4t - 2\sin 4t$. So $A\cos\phi = 3$ and $A\sin\phi = -2$, giving

$$ A = \sqrt{3^2 + (-2)^2} = \sqrt{13}, \qquad \tan\phi = \frac{-2}{3}. $$

Because $\cos\phi > 0$ and $\sin\phi < 0$, the phase $\phi$ lies in the fourth quadrant: $\phi = \arctan(-2/3) \approx -0.588$ radians. Hence $x(t) = \sqrt{13}\,\cos(4t + 0.588)$. The amplitude $\sqrt{13}$ matches the value computed from $\sqrt{c_1^2 + c_2^2}$, a useful self-check.

Common error.常见错误。 When solving for the phase, do not blindly write $\phi = \arctan(c_2/c_1)$. The arctangent only returns values in $(-\pi/2, \pi/2)$, so it cannot distinguish the quadrant. For $x = -3\cos\omega_0 t + 4\sin\omega_0 t$ you have $c_1 = -3 < 0$, which forces $\cos\phi < 0$ and places $\phi$ in the second or third quadrant; the raw $\arctan(4/-3)$ gives the wrong quadrant. Always check the signs of $c_1 = A\cos\phi$ and $c_2 = A\sin\phi$ and adjust $\phi$ by $\pi$ when $c_1 < 0$.常见错误:相位角象限判断。当 $c_1 < 0$ 时,$\phi$ 在第二或第三象限,$\arctan(c_2/c_1)$ 给出错误象限。请结合 $c_1$ 和 $c_2$ 的符号确定正确象限。
Going deeper: energy is conserved when undamped

Define the total energy $E = \tfrac12 m (x')^2 + \tfrac12 k x^2$, the sum of kinetic and elastic potential energy. Differentiate along a solution of $mx'' + kx = 0$:

$$ \frac{dE}{dt} = m x' x'' + k x x' = x'(m x'' + k x) = x'\cdot 0 = 0. $$

So $E$ is constant in time. The motion never decays, which is exactly why the undamped solution is a pure sinusoid of fixed amplitude. Reintroducing $c>0$ gives $dE/dt = -c(x')^2 \le 0$, the energy loss that produces damping.

If the mass on a spring is doubled while $k$ is held fixed, the natural frequency $\omega_0$ is multiplied by
2.1
$2$
$\tfrac12$
$\sqrt{2}$
$1/\sqrt{2}$
Correct. $\omega_0 = \sqrt{k/m}$, so replacing $m$ by $2m$ multiplies $\omega_0$ by $1/\sqrt{2}$.
Use $\omega_0 = \sqrt{k/m}$. Doubling $m$ gives $\sqrt{k/(2m)} = \omega_0/\sqrt{2}$, so the factor is $1/\sqrt{2}$.

Free Damped Motion自由阻尼运动

Key idea.核心概念。 When $c>0$ and $F=0$, the character of the motion is decided by the discriminant of the characteristic equation $mr^2 + cr + k = 0$. The sign of $c^2 - 4mk$ sorts the system into three regimes: underdamped (oscillates while decaying), critically damped (fastest non-oscillatory return), and overdamped (slow non-oscillatory return).$c > 0$ 时,判别式 $c^2 - 4mk$ 的符号决定运动的三种情形:$c^2 < 4mk$(欠阻尼)、$c^2 = 4mk$(临界阻尼)、$c^2 > 4mk$(过阻尼)。
Characteristic roots
$$ r = \frac{-c \pm \sqrt{c^2 - 4mk}}{2m} = -\beta \pm \sqrt{\beta^2 - \omega_0^2}. $$
The three regimes.三种情形。 Underdamped ($c^2 < 4mk$, i.e. $\beta < \omega_0$): complex roots, decaying oscillation. Critically damped ($c^2 = 4mk$): a repeated real root $-\beta$. Overdamped ($c^2 > 4mk$): two distinct negative real roots, no oscillation.欠阻尼($c^2 < 4mk$):复根,衰减振荡,准频率 $\omega_1 = \sqrt{\omega_0^2 - \beta^2}$。临界阻尼($c^2 = 4mk$):重根 $-\beta$,衰减最快。过阻尼($c^2 > 4mk$):两个不同负实根,无振荡。
Underdamped solution (the common case)
$$ x(t) = A\,e^{-\beta t}\cos(\omega_1 t - \phi), \qquad \omega_1 = \sqrt{\omega_0^2 - \beta^2}. $$

The factor $e^{-\beta t}$ is the decaying envelope; $\omega_1$ is the quasi-frequency, always smaller than the natural frequency $\omega_0$. Critically and overdamped systems contain no cosine factor at all, so they cross equilibrium at most once.

$e^{-\beta t}$ 为衰减包络;$\omega_1 = \sqrt{\omega_0^2 - \beta^2}$ 称为准频率,始终小于固有频率 $\omega_0$。临界阻尼和过阻尼系统不含余弦因子,最多穿越平衡位置一次。

Critically damped and overdamped solutions
$$ x_{\text{crit}}(t) = (c_1 + c_2 t)\,e^{-\beta t}, \qquad x_{\text{over}}(t) = c_1 e^{r_1 t} + c_2 e^{r_2 t}\ \ (r_1, r_2 < 0). $$
Worked Example 3.1: classifying and solving a damped system

Solve $x'' + 4x' + 3x = 0$ with $x(0)=1$, $x'(0)=1$, and classify the damping.

Characteristic equation: $r^2 + 4r + 3 = (r+1)(r+3)=0$, roots $r=-1, -3$. Two distinct negative reals, so the system is overdamped.

$$ x(t) = c_1 e^{-t} + c_2 e^{-3t}. $$

Apply data: $c_1 + c_2 = 1$ and $-c_1 - 3c_2 = 1$. Subtracting gives $-2c_2 = 2$, so $c_2 = -1$ and $c_1 = 2$.

$$ x(t) = 2e^{-t} - e^{-3t}. $$
Worked Example 3.2: an underdamped oscillation

Solve $x'' + 2x' + 5x = 0$ with $x(0)=4$, $x'(0)=0$.

Roots: $r = \dfrac{-2 \pm \sqrt{4 - 20}}{2} = -1 \pm 2i$, so $\beta = 1$ and $\omega_1 = 2$.

$$ x(t) = e^{-t}(c_1\cos 2t + c_2\sin 2t). $$

From $x(0)=4$: $c_1 = 4$. Then $x'(0) = -c_1 + 2c_2 = 0$ gives $c_2 = 2$.

$$ x(t) = e^{-t}(4\cos 2t + 2\sin 2t). $$

The envelope has amplitude $e^{-t}\sqrt{4^2 + 2^2} = e^{-t}\sqrt{20} = 2\sqrt5\,e^{-t}$, and the quasi-frequency is $\omega_1 = 2$, slightly below the natural frequency $\omega_0 = \sqrt5 \approx 2.236$.

Worked Example 3.3: the critically damped case

Solve $x'' + 6x' + 9x = 0$ with $x(0) = 2$, $x'(0) = -3$, and describe the motion.

Characteristic equation: $r^2 + 6r + 9 = (r+3)^2 = 0$, a repeated root $r = -3$. The discriminant $c^2 - 4mk = 36 - 36 = 0$ confirms critical damping. The general solution carries the telltale factor of $t$:

$$ x(t) = (c_1 + c_2 t)\,e^{-3t}. $$

From $x(0) = 2$: $c_1 = 2$. Differentiate using the product rule, $x'(t) = c_2 e^{-3t} - 3(c_1 + c_2 t)e^{-3t}$, so $x'(0) = c_2 - 3c_1 = c_2 - 6 = -3$, giving $c_2 = 3$.

$$ x(t) = (2 + 3t)\,e^{-3t}. $$

Because $2 + 3t > 0$ for all $t \ge 0$, the mass never crosses equilibrium: it eases back to rest without a single oscillation. This is the fastest possible non-oscillatory return, which is exactly why shock absorbers and door closers are tuned near critical damping.

Common error.常见错误。 For the repeated root $r = -3$, the second independent solution is $t\,e^{-3t}$, not $e^{-3t}$ a second time. Writing $x = c_1 e^{-3t} + c_2 e^{-3t}$ collapses to a single constant $(c_1+c_2)e^{-3t}$ and cannot satisfy two independent initial conditions. The extra factor of $t$ is forced precisely because the characteristic polynomial has a double root.临界阻尼重根时(如 $r = -3$),第二个线性无关解为 $te^{-3t}$,而非 $e^{-3t}$ 重复。正确形式为 $(c_1 + c_2 t)e^{-3t}$,包含 $t$ 因子。
Going deeper: why critical damping returns to equilibrium fastest

Fix $\omega_0$ and ask which damping rate $\beta$ makes the free response decay to zero quickest. The slowest-decaying piece of the solution sets the long-run rate, because as $t \to \infty$ that term dominates.

Overdamped ($\beta > \omega_0$). The roots are $r_\pm = -\beta \pm \sqrt{\beta^2 - \omega_0^2}$, both negative. The slower one is $r_+ = -\beta + \sqrt{\beta^2 - \omega_0^2}$. Write $s = \sqrt{\beta^2 - \omega_0^2} > 0$; then $r_+ = -\beta + s$. Since $s = \sqrt{\beta^2 - \omega_0^2} > \sqrt{\beta^2 - \omega_0^2 - \text{(anything)}}$, as $\beta$ increases past $\omega_0$ the quantity $\beta - s = \beta - \sqrt{\beta^2 - \omega_0^2} = \dfrac{\omega_0^2}{\beta + \sqrt{\beta^2-\omega_0^2}}$ decreases toward $0$. So heavier damping makes $|r_+|$ smaller, meaning the dominant term decays slower, not faster.

Underdamped ($\beta < \omega_0$). The envelope is $e^{-\beta t}$, whose rate is exactly $\beta < \omega_0$.

Critical ($\beta = \omega_0$). The decay rate is $\beta = \omega_0$, the largest value reachable before the overdamped branch starts slowing down. The factor $t$ in $(c_1 + c_2 t)e^{-\omega_0 t}$ is subdominant to the exponential, so the effective rate is still $\omega_0$. Therefore the decay rate is maximized exactly at $\beta = \omega_0$, the critical case.

The system $x'' + 4x' + 4x = 0$ is
3.1
underdamped
critically damped
overdamped
undamped
Correct. The discriminant $c^2 - 4mk = 16 - 16 = 0$, so $r = -2$ is a repeated root: critical damping.
Compute the discriminant $c^2-4mk = 4^2 - 4(1)(4) = 0$. A zero discriminant means a repeated real root, which is critical damping.
For an underdamped oscillator, how does the quasi-frequency $\omega_1$ compare to the natural frequency $\omega_0$?
3.2
$\omega_1 < \omega_0$
$\omega_1 = \omega_0$
$\omega_1 > \omega_0$
It depends on the amplitude
Correct. $\omega_1 = \sqrt{\omega_0^2 - \beta^2} < \omega_0$ whenever $\beta>0$, so damping always slows the oscillation slightly.
Since $\omega_1 = \sqrt{\omega_0^2 - \beta^2}$ and $\beta>0$, the quasi-frequency is strictly less than $\omega_0$.

Forced Vibrations and Resonance受迫振动与共振

Key idea.核心概念。 A sinusoidal drive $F(t) = F_0\cos\omega t$ adds a particular solution to the homogeneous (transient) solution. The transient dies out; the particular solution is the steady state, a sinusoid at the driving frequency $\omega$. The general solution is the sum of transient and steady state.正弦驱动 $F_0\cos\omega t$ 的全解 = 暂态(齐次解,随时间衰减)+ 稳态(特解,以驱动频率持续振荡)。
Driven equation and structure of the solution
$$ x'' + 2\beta x' + \omega_0^2 x = \frac{F_0}{m}\cos\omega t, \qquad x(t) = \underbrace{x_h(t)}_{\text{transient}} + \underbrace{x_p(t)}_{\text{steady state}}. $$
Steady-state amplitude (damped, $\beta>0$)
$$ x_p(t) = C\cos(\omega t - \delta), \qquad C = \frac{F_0/m}{\sqrt{(\omega_0^2 - \omega^2)^2 + 4\beta^2\omega^2}}. $$
Pure resonance (undamped).纯共振(无阻尼)。 If $\beta = 0$ and the drive is tuned to the natural frequency, $\omega = \omega_0$, the usual particular form fails and the response grows without bound. The particular solution carries a factor of $t$:当 $\beta = 0$ 且 $\omega = \omega_0$ 时,特解含 $t$ 因子,振幅随时间线性增长: $$ x_p(t) = \frac{F_0}{2m\omega_0}\,t\sin\omega_0 t. $$ The amplitude grows linearly in time. This unbounded growth is the mathematical signature of resonance.振幅随时间线性增长,趋于无穷大——这是纯共振的数学特征。
Worked Example 4.1: steady-state response

Find the steady-state solution of $x'' + 2x' + 10x = 4\cos 3t$.

Try $x_p = a\cos 3t + b\sin 3t$. Then $x_p'' = -9x_p$, so substituting gives

$$ (-9 + 10)(a\cos 3t + b\sin 3t) + 2(-3a\sin 3t + 3b\cos 3t) = 4\cos 3t. $$

Match coefficients: $\cos$: $a + 6b = 4$; $\sin$: $b - 6a = 0$, so $b = 6a$. Then $a + 36a = 4$ gives $a = \tfrac{4}{37}$, $b = \tfrac{24}{37}$.

$$ x_p(t) = \tfrac{4}{37}\cos 3t + \tfrac{24}{37}\sin 3t. $$
Going deeper: why pure resonance produces a factor of $t$

For $x'' + \omega_0^2 x = \tfrac{F_0}{m}\cos\omega_0 t$, the forcing frequency $\omega_0$ already solves the homogeneous equation, so $\cos\omega_0 t$ is a root of the operator. The method of undetermined coefficients then requires multiplying the trial solution by $t$. Substituting $x_p = t(a\cos\omega_0 t + b\sin\omega_0 t)$ and computing $x_p''$:

$$ x_p'' + \omega_0^2 x_p = -2a\omega_0\sin\omega_0 t + 2b\omega_0\cos\omega_0 t. $$

Matching to $\tfrac{F_0}{m}\cos\omega_0 t$ gives $a = 0$ and $b = \tfrac{F_0}{2m\omega_0}$, hence $x_p = \tfrac{F_0}{2m\omega_0}\,t\sin\omega_0 t$. The $t$ in front is what drives the amplitude to infinity.

Worked Example 4.2: full solution with transient and steady state

Solve $x'' + 2x' + 10x = 4\cos 3t$ with $x(0) = 0$, $x'(0) = 0$, and identify the transient and steady-state parts.

The steady state was found in Example 4.1: $x_p = \tfrac{4}{37}\cos 3t + \tfrac{24}{37}\sin 3t$. For the homogeneous part, $r^2 + 2r + 10 = 0$ gives $r = -1 \pm 3i$, so

$$ x_h = e^{-t}(c_1\cos 3t + c_2\sin 3t), \qquad x = x_h + x_p. $$

Apply $x(0) = 0$: $c_1 + \tfrac{4}{37} = 0$, so $c_1 = -\tfrac{4}{37}$. Differentiate the full solution and set $t=0$. Using $x'(0) = 0$ and $x_p'(0) = \tfrac{72}{37}$, while $x_h'(0) = -c_1 + 3c_2$,

$$ -c_1 + 3c_2 + \tfrac{72}{37} = 0 \ \Longrightarrow\ 3c_2 = -\tfrac{4}{37} - \tfrac{72}{37} = -\tfrac{76}{37} \ \Longrightarrow\ c_2 = -\tfrac{76}{111}. $$

So $x(t) = e^{-t}\!\left(-\tfrac{4}{37}\cos 3t - \tfrac{76}{111}\sin 3t\right) + \tfrac{4}{37}\cos 3t + \tfrac{24}{37}\sin 3t$. The first group decays (the transient); the second group is the persistent steady state.

Common error.常见错误。 When the drive frequency $\omega$ does not coincide with the natural frequency, do not insert a spurious factor of $t$ in the trial solution. The factor $t$ appears only in the resonant (and undamped) case where $\cos\omega t$ already solves the homogeneous equation. For a damped system the homogeneous solutions all carry $e^{-\beta t}$, so $\cos\omega t$ is never a homogeneous solution and the plain trial $a\cos\omega t + b\sin\omega t$ always works.当 $\omega \neq \omega_0$ 时,勿在待定系数中引入 $t$ 因子。$t$ 因子只在无阻尼且 $\omega = \omega_0$ 时才需要。有阻尼情形下,直接用 $a\cos\omega t + b\sin\omega t$ 作为特解试探即可。
In a damped driven oscillator, what happens to the homogeneous part $x_h(t)$ as $t \to \infty$?
4.1
It dominates the steady state
It grows linearly
It decays to zero (the transient)
It oscillates at frequency $\omega$
Correct. With $\beta>0$ every homogeneous solution carries a decaying exponential, so $x_h$ is the transient and only $x_p$ survives.
For positive damping the homogeneous solutions all contain $e^{-\beta t}$, so $x_h \to 0$; it is called the transient.

The RLC Circuit AnalogyRLC 电路类比

Key idea.核心概念。 A series circuit with an inductor, resistor, and capacitor obeys the same second-order linear ODE as the spring-mass system. Kirchhoff's voltage law sums the voltage drops across $L$, $R$, and $C$ and equates them to the source. Every result about vibrations transfers to circuits by a fixed dictionary.串联 RLC 电路满足与弹簧-质量系统完全相同的二阶线性 ODE。基尔霍夫电压定律将各元件压降之和等于电源,所有振动结论均可直接类比。
RLC equation in the charge $Q(t)$
$$ L\,Q'' + R\,Q' + \frac{1}{C}\,Q = E(t), \qquad I = Q'. $$

Here $Q$ is the charge on the capacitor, $I = Q'$ is the current, $L$ is inductance, $R$ is resistance, $1/C$ is the reciprocal capacitance, and $E(t)$ is the source voltage. The structure $LQ'' + RQ' + \tfrac1C Q = E$ matches $mx'' + cx' + kx = F$ term by term.

$Q(t)$ 为电容电荷量,$I = Q'$ 为电流,$L$ 为电感,$R$ 为电阻,$C$ 为电容,$E(t)$ 为电动势。类比关系:$m \leftrightarrow L$,$c \leftrightarrow R$,$k \leftrightarrow 1/C$,$x \leftrightarrow Q$,$F \leftrightarrow E$。

Mechanical-electrical dictionary
$$ m \leftrightarrow L, \quad c \leftrightarrow R, \quad k \leftrightarrow \frac{1}{C}, \quad x \leftrightarrow Q, \quad F(t) \leftrightarrow E(t). $$
Reading off the analogues.直接读出类比量。 The natural frequency is $\omega_0 = 1/\sqrt{LC}$. Damping corresponds to resistance: the circuit is underdamped when $R^2 < 4L/C$, critically damped when $R^2 = 4L/C$, and overdamped when $R^2 > 4L/C$. An $LC$ circuit with $R=0$ is the electrical analogue of an undamped oscillator.固有频率 $\omega_0 = 1/\sqrt{LC}$,阻尼率 $\delta = R/(2L)$,判别式 $R^2 - 4L/C$。欠阻尼条件为 $R^2 < 4L/C$,此时电路呈振荡放电。
Worked Example 5.1: classifying an RLC circuit

An $LC$-series circuit has $L = 1\ \text{H}$, $R = 4\ \Omega$, $C = \tfrac14\ \text{F}$, and no source. Find $Q(t)$ given $Q(0)=2$, $Q'(0)=0$.

The equation is $Q'' + 4Q' + 4Q = 0$ since $1/C = 4$. Characteristic: $r^2 + 4r + 4 = (r+2)^2 = 0$, a repeated root $r=-2$. The circuit is critically damped.

$$ Q(t) = (c_1 + c_2 t)\,e^{-2t}. $$

From $Q(0)=2$: $c_1 = 2$. Then $Q'(t) = (c_2 - 2c_1 - 2c_2 t)e^{-2t}$, so $Q'(0) = c_2 - 4 = 0$, giving $c_2 = 4$.

$$ Q(t) = (2 + 4t)\,e^{-2t}. $$
Worked Example 5.2: an underdamped LC-circuit and its natural frequency

A series circuit has $L = 0.5\ \text{H}$, $R = 6\ \Omega$, and $C = 0.02\ \text{F}$, with no source. Classify the circuit and find its quasi-frequency.

Here $1/C = 50$, so the equation in the charge is $0.5\,Q'' + 6\,Q' + 50\,Q = 0$, or in standard form $Q'' + 12\,Q' + 100\,Q = 0$. Then $\omega_0 = \sqrt{1/(LC)} = \sqrt{1/(0.5 \cdot 0.02)} = \sqrt{100} = 10$ and $\beta = R/(2L) = 6/1 = 6$.

Classify by comparing $R^2 = 36$ with $4L/C = 4(0.5)(50) = 100$. Since $R^2 < 4L/C$, the circuit is underdamped. The quasi-frequency is

$$ \omega_1 = \sqrt{\omega_0^2 - \beta^2} = \sqrt{100 - 36} = \sqrt{64} = 8\ \text{rad/s}. $$

The charge therefore oscillates as $Q(t) = A\,e^{-6t}\cos(8t - \phi)$, an electrical analogue of the underdamped spring of Example 3.2.

Going deeper: deriving the RLC equation from Kirchhoff's voltage law

Kirchhoff's voltage law states that around a closed loop the source voltage equals the sum of the voltage drops. For a series circuit the three passive elements contribute, in terms of the current $I$ and the charge $Q$:

$$ V_L = L\,\frac{dI}{dt}, \qquad V_R = R\,I, \qquad V_C = \frac{Q}{C}. $$

The inductor law $V_L = L\,dI/dt$ comes from Faraday's law; the resistor law $V_R = RI$ is Ohm's law; and the capacitor stores charge so its voltage is $Q/C$. Summing and equating to the source $E(t)$,

$$ L\,\frac{dI}{dt} + R\,I + \frac{Q}{C} = E(t). $$

Now use $I = dQ/dt$, so $dI/dt = d^2Q/dt^2 = Q''$. Substituting turns the loop equation into a second-order ODE in $Q$ alone:

$$ L\,Q'' + R\,Q' + \frac{1}{C}\,Q = E(t). $$

Term by term this is identical in form to $m x'' + c x' + k x = F(t)$. The correspondence is not a coincidence of notation: inductance opposes change in current the way mass opposes change in velocity, resistance dissipates energy the way friction does, and the capacitor stores energy the way a stretched spring does.

Common error.常见错误。 When classifying an RLC circuit, compare $R^2$ with $4L/C$, not with $4LC$ or with $1/(LC)$. The discriminant of $L r^2 + R r + 1/C = 0$ is $R^2 - 4L/C$. Equivalently, in standard form $\beta = R/(2L)$ and $\omega_0^2 = 1/(LC)$, and the boundary $\beta = \omega_0$ rearranges to exactly $R^2 = 4L/C$. Mixing up $4L/C$ and $4LC$ flips the classification.常见错误:将判别式写成 $R^2 - 4LC$(漏掉除号)。正确形式为 $R^2 - 4L/C$,因为弹簧常数对应的是 $1/C$ 而非 $C$。
Under the mechanical-electrical analogy, the spring constant $k$ corresponds to
5.1
inductance $L$
resistance $R$
capacitance $C$
reciprocal capacitance $1/C$
Correct. The restoring term $kx$ matches $\tfrac1C Q$, so $k \leftrightarrow 1/C$. Resistance plays the role of damping and inductance the role of mass.
Match $LQ'' + RQ' + \tfrac1C Q$ to $mx'' + cx' + kx$. The coefficient of $Q$ is $1/C$, so $k \leftrightarrow 1/C$.

Beats and Practical Resonance拍频与实际共振

Key idea.核心概念。 Two phenomena live near resonance. Beats occur in an undamped system driven close to (but not at) its natural frequency: the response is a fast oscillation modulated by a slow envelope. Practical resonance is the maximum of the steady-state amplitude $C(\omega)$ for a lightly damped system; it occurs at a frequency slightly below $\omega_0$.共振附近存在两种现象。:无阻尼系统在接近但不等于固有频率时,产生慢包络调制的快速振荡。实际共振:轻阻尼系统稳态振幅最大值,发生在略低于 $\omega_0$ 的频率处。
Beats: undamped drive at $\omega \ne \omega_0$
$$ x(t) = \frac{F_0/m}{\omega_0^2 - \omega^2}\bigl(\cos\omega t - \cos\omega_0 t\bigr) = \frac{2F_0/m}{\omega_0^2 - \omega^2}\,\sin\!\Big(\tfrac{\omega_0-\omega}{2}t\Big)\sin\!\Big(\tfrac{\omega_0+\omega}{2}t\Big). $$

The product-to-sum identity exposes the structure: a rapid carrier at the average frequency $\tfrac{\omega_0+\omega}{2}$ inside a slow envelope at the half-difference $\tfrac{\omega_0-\omega}{2}$. The slow envelope is what the ear hears as the throbbing of beats.

积化和差恒等式揭示结构:载频为 $(\omega_0+\omega)/2$(快速振荡),包络频率为 $(\omega_0-\omega)/2$(慢变),耳朵听到的"拍"就是这个慢包络。

Practical resonance frequency (damped)
$$ \omega_{\text{res}} = \sqrt{\omega_0^2 - 2\beta^2}, \quad\text{valid when } \beta^2 < \tfrac12\omega_0^2. $$
Light damping.轻阻尼。 As $\beta \to 0$ the practical resonance frequency $\omega_{\text{res}} \to \omega_0$ and the peak amplitude grows like $1/\beta$. Heavily damped systems ($\beta^2 \ge \tfrac12\omega_0^2$) have no interior peak: $C(\omega)$ simply decreases from its value at $\omega=0$.轻阻尼($\beta \to 0$)时,实际共振频率 $\omega_{\text{res}} \approx \omega_0$,峰值振幅约为 $1/\beta$。重阻尼($\beta^2 \ge \tfrac12\omega_0^2$)系统无内部峰值,$C(\omega)$ 单调递减。
Worked Example 6.1: locating practical resonance

For $x'' + 0.4x' + 25x = \cos\omega t$, find the driving frequency that maximizes the steady-state amplitude.

Here $\omega_0^2 = 25$ and $2\beta = 0.4$, so $\beta = 0.2$ and $\beta^2 = 0.04$. Since $\beta^2 < \tfrac12(25)$, an interior peak exists.

$$ \omega_{\text{res}} = \sqrt{25 - 2(0.04)} = \sqrt{24.92} \approx 4.992\ \text{rad/s}. $$

The peak sits just below $\omega_0 = 5$, as expected for light damping.

Going deeper: deriving $\omega_{\text{res}}$

The steady-state amplitude is $C(\omega) = \dfrac{F_0/m}{\sqrt{(\omega_0^2-\omega^2)^2 + 4\beta^2\omega^2}}$. Maximizing $C$ is the same as minimizing the radicand $g(\omega) = (\omega_0^2-\omega^2)^2 + 4\beta^2\omega^2$. Differentiate with respect to $\omega$:

$$ g'(\omega) = 2(\omega_0^2-\omega^2)(-2\omega) + 8\beta^2\omega = 4\omega\bigl(\omega^2 - \omega_0^2 + 2\beta^2\bigr). $$

Setting $g'(\omega)=0$ with $\omega>0$ gives $\omega^2 = \omega_0^2 - 2\beta^2$, hence $\omega_{\text{res}} = \sqrt{\omega_0^2 - 2\beta^2}$ whenever the radicand is positive.

Worked Example 6.2: beats from rest

Solve $x'' + 4x = \cos 1.8t$ with $x(0) = 0$, $x'(0) = 0$, and exhibit the beat envelope.

The natural frequency is $\omega_0 = 2$ and the drive frequency is $\omega = 1.8$, close but not equal, so expect beats. The particular solution is $x_p = \dfrac{1}{\omega_0^2 - \omega^2}\cos\omega t = \dfrac{1}{4 - 3.24}\cos 1.8t = \dfrac{1}{0.76}\cos 1.8t$. The homogeneous part is $c_1\cos 2t + c_2\sin 2t$.

From $x(0)=0$: $c_1 + \tfrac{1}{0.76} = 0$, so $c_1 = -\tfrac{1}{0.76}$. From $x'(0)=0$: $2c_2 = 0$, so $c_2 = 0$. Hence

$$ x(t) = \frac{1}{0.76}\bigl(\cos 1.8t - \cos 2t\bigr) = \frac{2}{0.76}\,\sin\!\Big(\tfrac{0.2}{2}t\Big)\sin\!\Big(\tfrac{3.8}{2}t\Big). $$

That is $x(t) = \dfrac{2}{0.76}\,\sin(0.1t)\,\sin(1.9t)$: a fast carrier at $1.9\ \text{rad/s}$ inside a slow envelope $\sin(0.1t)$. The envelope period is $2\pi/0.1 \approx 62.8\ \text{s}$ between zeros, so the amplitude swells and fades slowly while the mass vibrates rapidly inside it.

Common error.常见错误。 The audible beat frequency is the difference $|\omega_0 - \omega|$, not the half-difference $\tfrac12|\omega_0 - \omega|$ that appears inside the envelope factor $\sin\big(\tfrac{\omega_0-\omega}{2}t\big)$. The envelope $|\sin(\tfrac{\omega_0-\omega}{2}t)|$ reaches a maximum twice per period of $\sin$, so the loudness peaks occur at the full difference rate. Reporting half the beat rate is a common slip.常见错误:混淆拍频与包络频率。拍频为 $|\omega_0 - \omega|$(每个 $\sin$ 周期两次极大),包络因子内的参数为 $|\omega_0 - \omega|/2$(只是一半)。报告半拍频是常见失误。
Beats appear when an undamped oscillator is driven at a frequency $\omega$ that is
6.1
exactly equal to $\omega_0$
close to but not equal to $\omega_0$
much larger than $\omega_0$
zero
Correct. When $\omega \approx \omega_0$ but $\omega \ne \omega_0$, the half-difference frequency is small, producing a slow envelope: beats. At exactly $\omega_0$ you get pure resonance instead.
Beats need $\omega$ near $\omega_0$ but not equal. At $\omega = \omega_0$ the response is pure resonance with a $t$ factor, not beats.

Going Deeper深入探讨

Key idea.核心概念。 The complex exponential method packages amplitude and phase into a single complex number and turns the differential equation into algebra. Writing the drive as the real part of $\tfrac{F_0}{m}e^{i\omega t}$ and seeking $x_p = \operatorname{Re}(z\,e^{i\omega t})$ reduces the steady-state problem to dividing by a complex polynomial.复指数法将振幅和相位打包为一个复数,将微分方程转化为代数运算。将驱动写为 $\tfrac{F_0}{m}e^{i\omega t}$ 的实部,令 $x_p = \operatorname{Re}(z e^{i\omega t})$,稳态问题化为除以复多项式。
Complex gain and the transfer function
$$ z = \frac{F_0/m}{(\omega_0^2 - \omega^2) + 2i\beta\omega}, \qquad C = |z|, \quad \delta = -\arg z. $$

The denominator $p(i\omega) = (\omega_0^2 - \omega^2) + 2i\beta\omega$ is the characteristic polynomial evaluated at $i\omega$. Its magnitude recovers the steady-state amplitude $C$ from Section 4 and its argument gives the phase lag $\delta$. This is the engineer's transfer function viewpoint and the bridge to the Laplace transform in the next unit.

分母 $p(i\omega) = (\omega_0^2 - \omega^2) + 2i\beta\omega$ 是特征多项式在 $i\omega$ 处的取值。其模给出稳态振幅,辐角给出相位滞后。传递函数 $H(\omega) = 1/p(i\omega)$ 完整描述系统的频率响应。

Why this matters.为何重要。 Reframing oscillations through $p(i\omega)$ makes the resonance peak, the phase crossover at $\omega = \omega_0$ (where the lag is exactly $90$ degrees), and the high-frequency rolloff all visible at a glance. The same algebra underlies filters, control systems, and signal processing.通过 $p(i\omega)$ 重构振动分析,共振峰、$\omega = \omega_0$ 处的 $90°$ 相位穿越和高频衰减一目了然。同样的代数结构贯穿滤波器、控制系统和信号处理。

Worked Example 7.1: amplitude and phase by the complex method

For $x'' + 2x' + 5x = 3\cos t$, find the steady-state amplitude and phase lag using the complex gain.

Here $\omega_0^2 = 5$, $2\beta = 2$ so $\beta=1$, $\omega = 1$, and $F_0/m = 3$. The denominator is $(5-1) + 2i(1)(1) = 4 + 2i$.

$$ z = \frac{3}{4 + 2i} = \frac{3(4 - 2i)}{20} = \frac{12 - 6i}{20}, \qquad C = |z| = \frac{3}{\sqrt{20}} = \frac{3}{2\sqrt5}. $$

The phase lag is $\delta = \arg(4 + 2i) = \arctan(2/4) = \arctan(0.5) \approx 0.4636$ radians.

Worked Example 7.2: phase crossover at resonance

For a lightly damped oscillator $x'' + 0.2x' + 9x = \cos\omega t$, compute the phase lag $\delta$ when the drive is tuned exactly to $\omega = \omega_0 = 3$, and confirm it is $90$ degrees.

Here $\omega_0^2 = 9$ and $2\beta = 0.2$. At $\omega = 3$ the complex denominator is

$$ (\omega_0^2 - \omega^2) + 2i\beta\omega = (9 - 9) + i(0.2)(3) = 0 + 0.6\,i. $$

So $z = \dfrac{1}{0.6\,i} = -\dfrac{i}{0.6}$, a purely imaginary number pointing along the negative imaginary axis. Its argument is $-\pi/2$, so the phase lag is

$$ \delta = -\arg z = \frac{\pi}{2} = 90^\circ. $$

At the natural frequency the response always lags the drive by exactly a quarter cycle, regardless of how small the damping is. The amplitude there is $C = |z| = 1/0.6 \approx 1.667$, the resonant peak.

Going deeper: recovering the real amplitude and phase from $z$

Claim: if $x_p = \operatorname{Re}\!\big(z\,e^{i\omega t}\big)$ with $z = |z|\,e^{-i\delta}$, then $x_p = |z|\cos(\omega t - \delta)$, so $C = |z|$ and the lag is $\delta = -\arg z$. The derivation makes the complex shortcut honest.

Substitute $x_p = z\,e^{i\omega t}$ into the operator $L[x] = x'' + 2\beta x' + \omega_0^2 x$. Each derivative of $e^{i\omega t}$ brings down a factor $i\omega$:

$$ L\big[z e^{i\omega t}\big] = z\big((i\omega)^2 + 2\beta(i\omega) + \omega_0^2\big)e^{i\omega t} = z\big((\omega_0^2 - \omega^2) + 2i\beta\omega\big)e^{i\omega t}. $$

Setting this equal to the complexified drive $\tfrac{F_0}{m}e^{i\omega t}$ and cancelling $e^{i\omega t}$ gives $z = \dfrac{F_0/m}{(\omega_0^2 - \omega^2) + 2i\beta\omega}$. Writing $z = |z|e^{-i\delta}$ in polar form,

$$ x_p = \operatorname{Re}\!\big(|z|e^{-i\delta}e^{i\omega t}\big) = \operatorname{Re}\!\big(|z|e^{i(\omega t - \delta)}\big) = |z|\cos(\omega t - \delta). $$

Taking the modulus of $z$ reproduces $C = \dfrac{F_0/m}{\sqrt{(\omega_0^2-\omega^2)^2 + 4\beta^2\omega^2}}$, exactly the steady-state amplitude derived by real methods in Section 4. The two approaches agree, but the complex one replaces a coefficient-matching system with a single division.

Common error.常见错误。 The phase lag is $\delta = -\arg z$, equivalently $\delta = \arg\big((\omega_0^2 - \omega^2) + 2i\beta\omega\big)$, the argument of the denominator. A frequent mistake is to take $\arg z$ itself (the argument of the numerator-over-denominator), which has the wrong sign, or to forget that for $\omega > \omega_0$ the real part $\omega_0^2 - \omega^2$ turns negative so the lag exceeds $90$ degrees. Track the sign of $\omega_0^2 - \omega^2$ to place $\delta$ in the correct range $0 < \delta < \pi$.常见错误:相位滞后符号取反。正确为 $\delta = -\arg z = \arg(p(i\omega))$(分母的辐角)。取 $\arg z$(分子与分母之比的辐角)符号相反。当 $\omega > \omega_0$ 时实部变负,滞后超过 $90°$,需注意象限。
In the complex method, the steady-state amplitude $C$ equals
7.1
$\arg z$
$\operatorname{Re} z$
$|z|$
$\operatorname{Im} z$
Correct. Writing $x_p = \operatorname{Re}(z e^{i\omega t})$ with $z = |z|e^{-i\delta}$, the amplitude is the modulus $|z|$ and the phase lag is $-\arg z$.
With $x_p = \operatorname{Re}(z e^{i\omega t})$, the amplitude is the modulus $|z|$ and the phase lag is $-\arg z$.

Flashcards闪卡

0 / 12 flipped
Equation of motion for a damped, driven oscillator阻尼驱动振子的运动方程
$$mx'' + cx' + kx = F(t)$$ Inertia, damping, restoring force, drive.惯性、阻尼、弹力、外力。
Natural frequency and damping rate in normalized form标准化形式中的固有频率与阻尼率
$$\omega_0 = \sqrt{k/m}, \quad \beta = \frac{c}{2m}$$ giving $x'' + 2\beta x' + \omega_0^2 x = F/m$.得 $x'' + 2\beta x' + \omega_0^2 x = F/m$。
General solution of $x'' + \omega_0^2 x = 0$$x'' + \omega_0^2 x = 0$ 的通解
$$x = c_1\cos\omega_0 t + c_2\sin\omega_0 t = A\cos(\omega_0 t - \phi)$$ with period $T = 2\pi/\omega_0$.周期 $T = 2\pi/\omega_0$。
Discriminant test for damping type判别式判断阻尼类型
$c^2 - 4mk$: negative is underdamped, zero is critically damped, positive is overdamped.$c^2 - 4mk$:负值为欠阻尼,零为临界阻尼,正值为过阻尼。
Underdamped solution and quasi-frequency欠阻尼通解与准频率
$$x = A e^{-\beta t}\cos(\omega_1 t - \phi), \quad \omega_1 = \sqrt{\omega_0^2 - \beta^2}$$
Critically damped general solution临界阻尼通解
$$x = (c_1 + c_2 t)\,e^{-\beta t}$$ Repeated root $r = -\beta$.重根 $r = -\beta$。
Steady-state amplitude of a damped driven oscillator阻尼驱动振子的稳态振幅
$$C = \frac{F_0/m}{\sqrt{(\omega_0^2-\omega^2)^2 + 4\beta^2\omega^2}}$$
Pure resonance (undamped, $\omega=\omega_0$)纯共振(无阻尼,$\omega=\omega_0$)
$$x_p = \frac{F_0}{2m\omega_0}\,t\sin\omega_0 t$$ Amplitude grows linearly in $t$.振幅随 $t$ 线性增长。
Mechanical-electrical dictionary力学-电学类比字典
$m\leftrightarrow L$, $c\leftrightarrow R$, $k\leftrightarrow 1/C$, $x\leftrightarrow Q$, $F\leftrightarrow E$. Natural frequency $1/\sqrt{LC}$.$m\leftrightarrow L$,$c\leftrightarrow R$,$k\leftrightarrow 1/C$,$x\leftrightarrow Q$,$F\leftrightarrow E$。固有频率 $1/\sqrt{LC}$。
Practical resonance frequency实际共振频率
$$\omega_{\text{res}} = \sqrt{\omega_0^2 - 2\beta^2}$$ valid when $\beta^2 < \tfrac12\omega_0^2$.当 $\beta^2 < \tfrac12\omega_0^2$ 时成立。
Beats envelope frequency拍频包络频率
Carrier at $\tfrac{\omega_0+\omega}{2}$, slow envelope at $\tfrac{\omega_0-\omega}{2}$ when driven undamped near $\omega_0$.载频为 $(\omega_0+\omega)/2$,慢包络频率为 $(\omega_0-\omega)/2$(无阻尼,驱动频率近 $\omega_0$)。
Complex gain for steady state稳态复增益
$$z = \frac{F_0/m}{(\omega_0^2-\omega^2) + 2i\beta\omega}, \quad C = |z|, \ \delta = -\arg z$$

Unit Quiz单元测验

A $4\ \text{kg}$ mass on a spring with $k = 36\ \text{N/m}$ and no damping has natural frequency
Q1
$9\ \text{rad/s}$
$3\ \text{rad/s}$
$6\ \text{rad/s}$
$\tfrac19\ \text{rad/s}$
Correct. $\omega_0 = \sqrt{k/m} = \sqrt{36/4} = \sqrt9 = 3\ \text{rad/s}$.
$\omega_0 = \sqrt{k/m} = \sqrt{36/4} = 3$.
Which condition makes $mx'' + cx' + kx = 0$ overdamped?
Q2
$c^2 > 4mk$
$c^2 = 4mk$
$c^2 < 4mk$
$c = 0$
Correct. A positive discriminant $c^2 - 4mk > 0$ gives two distinct negative real roots, which is overdamping.
Overdamping needs two distinct real roots, so the discriminant $c^2 - 4mk$ must be positive: $c^2 > 4mk$.
For a damped oscillator driven at $\omega$, the steady-state amplitude is largest near which frequency?
Q3
$\omega = 0$
$\omega = 2\omega_0$
$\omega \to \infty$
$\omega = \sqrt{\omega_0^2 - 2\beta^2}$
Correct. The steady-state amplitude peaks at the practical resonance frequency $\omega_{\text{res}} = \sqrt{\omega_0^2 - 2\beta^2}$, just below $\omega_0$ for light damping.
The amplitude $C(\omega)$ is maximized at $\omega_{\text{res}} = \sqrt{\omega_0^2 - 2\beta^2}$, the practical resonance frequency.
In the RLC analogy $LQ'' + RQ' + \tfrac1C Q = E(t)$, resistance $R$ plays the role of
Q4
mass $m$
spring constant $k$
damping constant $c$
displacement $x$
Correct. Matching $LQ'' + RQ' + \tfrac1C Q$ to $mx'' + cx' + kx$, the first-derivative coefficient $R$ corresponds to the damping constant $c$.
$R$ multiplies $Q' = I$, the analogue of $cx'$, so $R \leftrightarrow c$.
An undamped oscillator $x'' + \omega_0^2 x = \tfrac{F_0}{m}\cos\omega_0 t$ driven exactly at resonance has a particular solution that
Q5
stays bounded for all time
grows linearly in $t$
decays to zero
is constant
Correct. The particular solution is $x_p = \tfrac{F_0}{2m\omega_0}\,t\sin\omega_0 t$, whose amplitude grows linearly with $t$: pure resonance.
Because the drive matches a homogeneous solution, $x_p$ carries a factor of $t$ and the amplitude grows without bound.
The solution of $x'' + 9x = 0$ with $x(0)=0$, $x'(0)=6$ is
Q6
$2\sin 3t$
$6\cos 3t$
$2\cos 3t$
$6\sin 3t$
Correct. With $\omega_0 = 3$, $x = c_1\cos 3t + c_2\sin 3t$; $x(0)=0$ gives $c_1=0$, and $x'(0)=3c_2=6$ gives $c_2=2$, so $x = 2\sin 3t$.
Here $\omega_0=3$. The condition $x(0)=0$ kills the cosine, and $x'(0)=6$ gives the sine coefficient $6/3 = 2$, so $x = 2\sin 3t$.

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