Table Turkey 4
Structural Behaviour Factor (R)
Structural System |
Ductility Level |
|
Nominal |
High |
|
(1) CAST-IN-SITU REINFORCED CONCRETE BUILDINGS |
|
|
(1.1) Buildings in which seismic loads are fully resisted by frames |
4 |
8 |
(1.2) Buildings in which seismic loads are fully resisted by coupled shear walls |
4 |
7 |
(1.3) Buildings in which seismic loads are fully resisted by solid structural walls |
4 |
6 |
(1.4) Buildings in which seismic loads are jointly resisted by frames and solid and/or coupled structural walls |
4 |
7 |
(2) PREFABRICATED REINFORCED CONCRETE, BUILDING |
|
|
(2.1) Buildings in which seismic loads are fully resisted by frames with connections capable of cyclic moment tranfer |
3 |
7 |
(2.2) Buildings in which seismic loads are fully resisted by single-story frames with columns hinged at top |
- |
3 |
(2.3) Prefabricated buildings in which seismic loads are fully resisted by prefabricated or cast-in-situ solid and/or coupled stuctural walls with hinged frame connections |
- |
5 |
(2.4) Buildings in which seismic loads are jointly resisted by frames with connections capable of cyclic moment transfer and cast-in-situ solid and/or coupled structural walls |
3 |
6 |
(3) STRUCTURAL STEEL BUILDINGS |
|
|
(3.1) Buildings in which seismic loads are fully resisted by frames |
5 |
8 |
(3.2) Buildings in which seismic loads are fully resisted by single-story frames with columns hinged at top |
4 |
6 |
(3.3) Buildings in which seismic loads are fully resisted by braced frames or cast-in-situ reinforced concrete structural walls |
|
|
(a) Concentrically braced frames |
4 |
5 |
(b) Eccentrically braced frames |
- |
7 |
(c) Reinforced concrete structural walls |
4 |
6 |
(3.4) Buildings in which seismic loads are jointly resisted by frames and braced frames or cast-in-situ reinforced concrete structural walls |
|
|
(a) Concentrically braced frames |
5 |
6 |
(b) Eccentrically braced frames |
- |
8 |
(c) Reinforced concrete structural walls |
4 |
7 |