7/25/2019 Time History Analysis _damping Calculation

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Surface area m2 vrizontal directionrizontal direction Vertical Horizonta

datum yz -plane xz plane xy plane front :

Ballat 0.600 2.30E+06 0.180 2.50 #NU

Soft !ock 7 50 1.20E+05 0.280 2.20 #NU

"eat#ered 4 2.00E+03 0.280 2.00 #NU

Silt 9 2.00E+03 0.350 1.80 #NU

$pper !oad Bed 1 3.00E+03 0.350 1.90 #NU

%o&er !oad Bed 11 1.00E+04 0.300 2.00 #NU

!einforced !oad 0.5 1.30E+04 0.250 1.90 #NU

'p '

Ballat 797.766 498.360 1

Soft !ock 185.482 102.529 7

"eat#ered 22.831 12.620 6

Silt 24.269 11.658 5

$pper !oad Bed 30.537 14.670 3%o&er !oad Bed 52.388 28.002 4

!einforced !oa 54.967 31.735 2

(tf/m2)

enity(tonf/m3)

-

Vertical ground reaction: coefficent

:

Horizontal ground reaction:

kh= k

ho

(B

h

30

)

3 /4

kv= k

vo(Bv30)

3/4

7/25/2019 Time History Analysis _damping Calculation

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(30

)

Cx = Cp

Cy = Cs

Cz = CsCx = Cs

Cy = Cp

Cz = Cs

: =

E

(1+ )(12 )

G= E

2(1+ )

CP=A

+2G

=WA

+2G

W9.81=c

PA

CS=A

G

=WA

G

W9.81=c

SA