Layered Damped Soil on Elastic Rock - Site Amplification in Kramer Book
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Hi,
I would like to calculate the amplification factor in multilayer damped soil on elastic rock, which is also included in Kramer's book geotechnical earthquake engineering (page 268). After making the inputs of the rock and the soil as contained in the code, I need to extract the amplification that I expected to see on the surface, but I can't find where I made a mistake. While getting the correct result in another licensed software, matlab gives very high values, especially the first two waves. Is there anyone who is working on this issue who can help me ? Thank you
Code:
% Define soil layer properties
H = [20, 30, 40]; % Thickness of the layers (m)
Vs = [200, 300, 400]; % Shear wave velocities of the layers (m/s)
rho = [1800, 1900, 2000]; % Densities of the layers (kg/m^3)
xi = [0.05, 0.04, 0.03]; % Damping ratios of the layers
% Rock properties
Vs_rock = 800; % Shear wave velocity of the rock (m/s)
rho_rock = 2200; % Density of the rock (kg/m^3)
xi_rock = 0.02; % Damping ratio of the rock
% Define frequency range
f = linspace(0.1, 20, 1000); % Frequency (Hz)
omega = 2 * pi * f; % Angular frequency (rad/s)
% Create an empty array to store amplification values
A = zeros(size(f));
% Calculate amplification for each frequency
for j = 1:length(f)
% Complex wave number for rock
k_rock = (omega(j) / Vs_rock) * (1 - 1i * xi_rock);
% Reflection at the rock base (initial transfer matrix is identity)
T_total = eye(2); % Identity matrix as the starting point
% Calculate wave number and transfer matrix for each soil layer
for i = 1:length(H)
% Complex wave number for each soil layer (using updated formula)
k = (omega(j) / Vs(i)) * (1 - 1i * xi(i));
% Transfer matrix for the current layer
Ti = [cos(k * H(i)), sin(k * H(i)) / (rho(i) * Vs(i));
-rho(i) * Vs(i) * sin(k * H(i)), cos(k * H(i))];
% Update the total transfer matrix
T_total = Ti * T_total;
end
% Apply free surface boundary condition at the surface
A(j) = 1 / abs(T_total(1,1));
end
% Plot the frequency-amplification graph
figure;
plot(f, A, 'LineWidth', 2);
xlabel('Frequency (Hz)');
ylabel('Amplification Factor');
title('Layered Soil Amplification over Elastic Rock (with Damping)');
grid on;

Kramer Book Screenshots:

5 Commenti
William Rose
il 27 Nov 2024
@ibrahim can beziklioglu, the book, pp. 268-269, does not indicate how k* and complex shear modulus G* are related to shear velocity vs, density rho, and damping xi.
Your code includes
k = (omega(j) / Vs(i)) * (1 - 1i * xi(i));
in other words,
Can you confirm that that is correct?
I do not see G or G* in your code. I am asking becausue I want to verify that your code implements equations 7.34a,b correctly (i.e. as the book says). Therefore I want to reproduce equation 7.35. Equation 7.35 says
is complex, and it uses
. How is
(which is complex, I assume) related to
(which is real, and is given in the table of constants)?
ibrahim can
il 2 Dic 2024
William Rose
il 2 Dic 2024
Thank you for the additional information.
The new page of equations which you sent includes the following equation, which is not correct:
The approximation
is reasonable if
. This same assumption about xi is also necessary to justify the approximation
which also appears on the page you posted above. You used xi=0.05, 0.04, 0.03, in your code, so the approximations are justified.
I will re-look at your code and equations. It will take me some time.
ibrahim can
il 8 Dic 2024
Modificato: ibrahim can
il 8 Dic 2024
ibrahim can
il 11 Dic 2024
Risposte (1)
William Rose
il 27 Nov 2024
0 voti
You included two plots: a matlab-generated plot of Amplification factor as a funciton of frequency, and a plot of transfer function H versus frequency, from another source. I think the transfer function plot (red trace) is from top of layer 2 to top of layer 3, due to the red rectangle around layer 2 at the left of the plot. Do you agree? If so, then your Matlab plot should also be for the amplificationm from top of layer 2 to top of layer 3.
1 Commento
ibrahim can
il 11 Dic 2024
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