Research Article
Seismic Response Study of Tunnels Running underneath a Subway Station in Parallel
Table 10
Maximum bending moment of the tunnel structure under various conditions.
| | Set | S (m) | Maximum bending moment (N·m) | R3 (%) |
| | ST2 | 3 | 111846 | 8.289 | | STS10 | 121117 |
| | ST3 | 6 | 113982 | 1.835 | | STS12 | 116074 |
| | ST4 | 12 | 114694 | −11.753 | | STS14 | 101214 |
| | ST5 | 18 | 117130 | −9.873 | | STS16 | 105566 |
| | ST6 | 3 | 135637 | −15.88 | | STS11 | 117046 |
| | ST7 | 6 | 139212 | −13.706 | | STS13 | 123486 |
| | ST8 | 12 | 140029 | −10.364 | | STS15 | 125517 |
| | ST9 | 18 | 141635 | −11.681 | | STS17 | 125090 |
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