Case 1(a)--Quantification

Interstory Stiffnesses &

% Damage

Ki = [1.94 – – –]×107

%D= [71.3 0 0 0]

Ki = [1.96 – 1.95 – ]×107

%D = [71.1 0 72.2 0]

Ki=[6.79 6.93 7.02 7.40]×107

Damage on

1st floor

Damage on

1st and 3rd

floors

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