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spreading of vibration

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Collection of information about noise and vibration

source

At position rs\vec{r}_s there is source of vibration

ψs(t)=i=1NAisin(ωit+φi)(1)\tag{1} \psi_s(t) = \sum_{i=1}^N A_i \sin(\omega_i t + \varphi_i)

which is simplified as superposition of NN simple harmonic motion of physical quantity AiA_i with angular frequency ωi\omega_i and initial phase φi\varphi_i, where AiA_i migth represent difference between variation of air pressure and normal atmospheric pressure

Δp=p(t)p0(2)\tag{2} \Delta p = p(t) - p_0

or difference between variation of position of parts of solid body, e.g. the ground, to their equilibrium position

Δr=r(t)r0.(3)\tag{3} \Delta \vec{r} = \vec{r}(t) - \vec{r}_0.

Sound waves are accomodated by Eqn (2), while waves on solid are by Eqn (3). The first are longitudinal waves, while the later could be longitudinal and transversal waves.

wave

Function represents wave from previous source of vibration

ψ(r,t)=i=1NAisin(ωit+φikirrs),(4)\tag{4} \psi({\vec{r}, t}) = \sum_{i=1}^N A_i \sin(\omega_i t + \varphi_i - k_i |\vec{r} - \vec{r}_s|),

where wavenumber is

k=2πλ(5)\tag{5} k = \frac{2\pi}{\lambda}

with wavelength λ\lambda. If vv is wave velocity then it is obtained from

v=ωk(6)\tag{6} v = \frac{\omega}{k}

or

v=λT=λf.(7)\tag{7} v = \frac{\lambda}{T} = \lambda f.

intensity

Intensity at vibration source is proportional to square of amplitude

IsA2(8)\tag{8} I_s \propto | A |^2

and at distance rr from the source

I(r)=ro2r2Is(9)\tag{9} I(r) = \frac{r_o^2}{r^2} I_s

for sound assuming it is spreading as spherical wave, where ror_o is size of the source.

resonance

When wave arrives at some position rj\vec{r}_j it will induce vibration on that position which can be considered as sinusoidal driving force with amplitude F0F_0 and frequency ω\omega. Equation of motion at that placew would be

md2ψdt2+bdψdt+kψ=F0cos(ωt+φd)(10)\tag{10} m \frac{d^2 \psi}{dt^2} + b \frac{d\psi}{dt} + k \psi = F_0 \cos (\omega t + \varphi_d)

with damping coefficient bb, spring constant kk, and mass mm. Then it can be obtained that

Aj=F0/m(ω02ω2)2+4γ2ω2(11)\tag{11} A_j = \frac{F_0/m}{\sqrt{(\omega_0^2 - \omega^2)^2 + 4\gamma^2 \omega^2}}

is the amplitude at that position, where

ω0=km(12)\tag{12} \omega_0 = \sqrt\frac{k}{m}

and

γ=b2m.(13)\tag{13} \gamma = \frac{b}{2m}.

Then it should be assumed

F0I(r),(14)\tag{14} F_0 \propto \sqrt{I(r)},

to relate this part with previous one.

velocity

Sound velocity in liquid is obtained from

vliq=Bρ,(15)\tag{15} v_{\rm liq} = \sqrt{\frac{B}{\rho}},

in solid from

vsol=Yρ,(16)\tag{16} v_{\rm sol} = \sqrt{\frac{Y}{\rho}},

and in ideal gas from

vgas=γaRTM.(16)\tag{16} v_{\rm gas} = \sqrt{\frac{\gamma_a R T}{M}}.

Sound velocity in water is about 1500 m/s and in air 331 m/s (Gea-Banacloche, 2020), while maximum velocity is about 1250-1730 m/s on various sediment, e.g clay-dominated, silt-dominated, sandy, gas-charged, (Novak et al., 2020).

natural frequency

Earth natural frequencey of Schumann resonance is about 7.83 Hz (Biotonomy, 2017). For building it depend also on soil base, e.g Limetone 7.1 Hz, breccia and debris deposits 5.3 Hz, alluvional deposits 4.6 Hz, year of built 4.0 - 5.8 Hz, and number of floors, e.g. 2-5 floors gives 7.0 - 3.6 Hz (Gangone et al., 2023).

damping ratio

See (Irvine, 2002) for viscous damping ratio.

summaries

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