Models for Simulating the Seismic Response of Concrete Structures - Dynamic Behavior of Concrete and Seismic Engineering - page 256

CAMUS I
Levels At both ends of the walls Central reinforcement

5 th floor 1I4.5 = 15.9 mm 2 4I5 = 78.4 mm 2

4 th floor 1I6 = 28.2 mm 2 4I5 = 78.4 mm 2

3 rd floor 1I6 + 1I8 + 1I4.5 = 94.4 mm 2 I5 + 2I5 = 110 mm 2

2 nd floor 2I6 + 2I8 + 2I4.5 = 189 mm 2 4I5 + 2I5 + 2I = 138

mm 2

1 st floor 4I8 + 2I6 + 2I4.5 = 289 mm 2 4I5 + 2I5 + 2I = 138

mm 2

CAMUS II
Levels At both ends of the walls Central reinforcement

5 th floor 1I4.5 = 15.9 mm 2 none

4 th floor 1I4.5 = 15.9 mm 2

none

3 rd floor 1I4.5 = 15.9 mm 2

none

2 nd floor 1I4.5 = 15.9 mm 2

none

1 st floor 1I4.5 + 1I5 = 35.5 mm 2 none

CAMUS III
Levels At both ends of the walls Central reinforcement

5 th floor 2I8 + 2I4.5 = 132 mm 2 2X5I4.5/200 = 159 mm 2

4 th floor 4I8 + 2I4.5 = 233 mm 2 2X5I4.5/200 = 159 mm 2

3 rd floor 4I8 + 2I4.5 = 233 mm 2 2X5I4.5/200 = 159 mm 2

2 nd floor 4I8 + 2I6 + 2I4.5 = 289 mm 2 2X5I4.5/200 = 159 mm 2

1 st floor 4I8 + 2I6 + 2I4.5 = 289 mm 2 2X5I4.5/200 = 159 mm 2

Table 7.2. Reinforcements of CAMUS models