'Interstory stiffness' of a non-shear building model

Cases with 120 DOF model -- 'Exact' story stiffness for comparison?

Load Pattern 1

1

Load Pattern 2

Load Pattern 3

K1

4

1

y (weak) - dir

. . . .

V

3

2

1

V

4

10

K (MN/m)

20.82

23.93

25.37

28.68

21.57

24.05

25.32

28.52

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