Civil Engineering Reference
In-Depth Information
Table 4.15 Harmonic response results due to various dynamic loading phases for basis walls module
Loading phase
Frequency
(Hz)
Critical
point
Equivalent mean
static stress (MPa)
Equivalent real
amplitude stress
(MPa)
Equivalent imaginary
amplitude stress (MPa)
Equivalent
amplitude stress
(MPa)
Total equivalent
maximum stress
(MPa)
35
16
3.686
2.244
3.391
4.067
7.753
33
16
3.686
0.120
3.551
3.553
7.239
Rail transportation
96
17
4.094
4.751
0.879
4.831
8.925
62.6
17
4.094
3.665
1.978
4.165
8.258
73.6
17
4.094
3.182
3.540
4.760
8.854
Road
transportation
35
16
3.686
3.846
6.622
7.657
11.344
33
16
3.686
0.189
8.624
8.626
12.312
35
16
3.686
7.470
12.578
14.629
18.315
33
16
3.686
0.415
13.743
13.749
17.435
96
14
2.900
4.299
38.699
38.937
41.837
104.7
14
2.900
25.304
16.547
30.234
33.134
Air transportation
62.6
17
4.094
116.060
75.623
138.524
142.617
73.6
17
4.094
95.394
105.170
141.989
146.082
119.8
15
3.253
7.427
18.036
19.505
22.759
128.3
15
3.253
16.330
7.561
17.996
21.249
187.9
15
3.253
10.151
4.700
11.186
14.439
137
15
3.253
25.102
11.623
27.663
30.916
35
16
28.338
19.201
32.333
37.605
65.943
33
16
28.338
1.042
34.504
34.520
62.858
96
14
22.355
3.777
33.998
34.207
56.562
104.7
18
24.238
24.238
16.021
29.054
53.292
62.6
17
31.656
36.473
23.765
43.532
75.188
73.6
17
31.656
31.798
35.057
47.330
78.986
(continued)
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