Civil Engineering Reference
In-Depth Information
20
Yielding
Ultimate
MRF_1
15
10
MRF_2
5
0
0.0
1.0
2.0
3.0
4.0
5.0
Δ
top
/
H
tot
(%)
Figure 2.53
Response curve for steel moment-resisting frames: frame located in high (
MRF_1
) and low (
MRF_2
)
seismicity areas
Key
:
V
= base shear;
W
= seismic weight;
Δ
= roof drift;
H
tot
= total frame height; MRF = moment - resisting
frame
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