Seismic Performance of Modular Structures with Novel Steel Frame: Light Gauge Slotted Steel Stud Walls
Table 4
Story drifts of the modular structures with different structure heights (×10−4 rad).
Intensity
Story
Height (mm)
Benchmark model
Reference model
P6 model
P12 model
W1
W2
W3
W1
W2
W3
W1
W2
W3
W1
W2
W3
Frequent conditions (70 gal)
1
3245
3.39
4.96
3.07
12.50
13.12
15.85
2.44
3.80
2.57
3.30
4.73
3.97
2
6490
3.20
5.37
3.25
9.61
11.06
13.68
2.06
3.78
2.34
2.94
4.59
3.76
3
9735
3.16
5.43
3.03
8.33
9.91
12.01
1.85
3.49
2.31
2.77
4.64
3.76
4
12980
3.06
5.31
2.71
8.63
9.45
10.93
1.54
2.89
2.00
2.78
4.73
3.65
5
16225
2.92
5.01
2.53
9.34
9.01
9.61
1.06
2.07
1.36
2.90
4.77
3.77
6
19470 (19225)
2.70
4.54
2.32
10.20
8.13
9.94
1.86
2.07
1.99
3.01
4.68
3.81
7
22715
2.40
3.94
2.17
10.61
8.03
10.12
3.06
4.43
3.69
8
25960
2.00
3.26
1.95
9.30
7.19
8.75
3.01
4.05
3.43
9
29205
1.58
2.55
1.61
6.64
5.09
6.35
2.82
3.57
3.06
10
32205 (32450)
1.90
2.53
1.88
3.55
2.64
2.83
2.48
3.02
2.61
11
35695
2.05
2.37
2.16
12
38695
1.63
2.77
2.11
Rare conditions (400 gal)
1
3245
19.02
31.73
16.81
59.98
63.59
80.00
12.95
21.99
13.68
18.44
26.67
21.76
2
6490
18.64
32.15
15.90
56.21
64.49
78.75
11.81
21.43
13.39
17.42
26.98
21.64
3
9735
18.16
31.20
15.59
48.35
57.48
67.62
10.67
19.75
13.26
16.19
27.19
21.62
4
12980
17.38
29.80
16.94
49.46
53.43
61.70
8.88
16.42
11.52
15.68
27.16
20.94
5
16225
16.48
27.68
17.61
52.98
51.09
54.24
6.27
11.61
8.02
16.44
27.24
20.95
6
19470 (19225)
15.22
25.07
17.57
58.04
46.73
56.49
4.52
5.70
5.31
17.06
26.65
21.32
7
22715
13.49
21.86
16.61
60.46
45.75
57.65
17.35
25.16
20.87
8
25960
11.27
18.13
14.52
53.07
41.03
49.96
17.09
22.89
19.57
9
29205
8.68
13.98
11.33
38.14
29.28
34.78
16.06
20.11
17.62
10
32205 (32450)
5.97
9.4
7.98
19.57
14.36
17.31
14.14
17.02
15.16
11
35695
11.45
13.63
12.26
12
38695
7.23
11.28
8.06
Note. The three earthquake waves (i.e., the recorded Cape Mendocino wave, Landers wave, and the simulated wave) are abbreviated to W1, W2, and W3 in the table, respectively. And the maximum values are marked in bold.
