Civil Engineering Reference
In-Depth Information
4
3
2
Formula
1
No
infill
Infill
in
all
bays
no
1st
floor
Infill
in
1st
bay
all
fl oors
0
0
20
40
60
80
100
120
Lateral
Deflec on
(mm)
Fig. 3.12
Effect of Infill on Lateral Deformation of Frame Shown in Example 1 (4 stories, 4
bays, subjected to uniform pressure)
4
3
2
No
infill
1
Formula
Infill
in
all
bays
no
1st
floor
Infill
in
1st
bay
all
floors
0
0
5
10
15
20
25
30
35
40
Lateral
Deflec on
(mm)
Fig. 3.13
Effect of Infill on Lateral Deformation of Frame Shown in Example 3, with infill
between all bays (4 stories, 10 bays, subjected to earth pressure. A retaining wall spans
entire length).
