A Blast-Resistant Method Based on Wave Converters with Spring Oscillator for Underground Structures

Table 6

Internal forces of the structure for monitoring sections 11–15.

Monitoring section	11		12		13		14		15
Case	1	2	1	2	1	2	1	2	1	2
Bending moment ()
Minimum	230	664	261	614	295	555	97	419	−54210	−45028
Maximum	35258	23027	36594	23699	39747	24339	32743	15492	15725	14552
Shear force ()
Minimum	−421	−92	−19776	−16431	−65196	−51572	−212922	−153744	−533254	−356511
Maximum	4128	3608	319	411	−428	450	2836	718	5536	6486
Axial force ()
Minimum	−3124	−4749	−3185	−5153	−2953	−18050	−32879	−115840	−192165	−250929
Maximum	680160	426831	667594	419751	615300	394217	518211	354017	381111	332100