Yugoslavia Table 3
Dynamic Response Coefficient Kd
|
Foundation |
Kd |
Limit Values |
|
I |
0.50/T |
0.33 ≤ Kd <
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 |