Yugoslavia Table 3
Dynamic Response Coefficient Kd

Foundation
Category

Kd

Limit Values
for Kd

I
II
III

0.50/T
0.70/T
0.90/T

0.33 ≤ Kd < 1.0
0.47 ≤ Kd < 1.0
0.60 ≤ K< 1.0

 

Yugoslavia Table 4
Coefficient bared on Dvctility and Damping

Structure

Kp

All modern reinforced concrete, steel, and wooden structures.

1.0

Reinforced masonry and braced steel structures.

1.3

Masonry and reinforced concrete buildings with shear walls and for very high and slender structures with a fundamental period T ≥ 2.0 sec

1.6

Structures with a flexible story, or with an abrupt change in stiffness between adjacent floors, and for ordinary masonry structures.

2.0