Seismic Response Study of Tunnels Running underneath a Subway Station in Parallel

Table 7

Maximum bending moment at the corner of the station.

Set	S (m)	Maximum bending moment (N·m)	R2 (%)
SS1		637063
STS10	3	655808	2.942
STS12	6	648061	1.726
STS14	12	647094	1.575
STS16	18	641156	0.642
STS11	3	638948	0.296
STS13	6	636342	−0.113
STS15	12	634166	−0.455
STS17	18	634791	−0.356