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In these Lecture Slides, the Lecturer has illustrated the following key points : Waves, General, Solution, Wave, Velocity, Locus, Passage, Points, Same, Phase
Typology: Slides
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c is wave velocity
u ( x , t ) = X ( x ) T ( t )
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2 c 2 1 X d 2 X dx 2 = 1 T d 2 T dt 2 Depends only on x Depends only on t => both sides are equal to a constant (-‐ω^2 ) We obtain two coupled ordinary differenKal equaKons: d 2 X dx 2
! 2 c 2 X = 0 d 2 T dt 2 +! 2 T = 0 SoluKons: X ( x )^ =^ Ae i! x / c
-‐ At fixed posiKon: At fixed Kme:
!( ! x , t ) = A exp i (! t " " k !
" x ) Where A is a scalar and (^) | ! k ! |= " ! ! !( ! x , t ) = ! B exp i (! t " ! k !
! x ) Where B is a vector and (^) | ; α and β are wave velociKes ! k ! |= " !
Seismic wave equation
ma = F is then: Where:
Strain= infinitesimal deformation: In 1D : Strain is change in length divided by original length In 2D: 1) change in length: ! u = ( u , v , w ) e xx
! x +! u!! x ! x
! u ! x
" u " x e xx = change in length of LM original length of LM = ! x + ! u ! x ! x "! x ! x = ! u ! x