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

Table 5

Internal forces of the structure for monitoring sections 6–10.

Monitoring section	6		7		8		9		10
Case	1	2	1	2	1	2	1	2	1	2
Bending moment ()
Minimum	−246269	−74504	−60566	−34165	−20880	−16684	−20016	−12038	−30226	−27187
Maximum	−62	59448	11794	32440	20808	19901	4810	3787	10929	8644
Shear force ()
Minimum	−837708	−99838	−371508	−85756	−165964	−58982	−78672	−57528	−100307	−77861
Maximum	−1537	211056	−1517	90487	−953	68296	27172	105168	51451	117882
Axial force ()
Minimum	−3218640	−814500	−2655720	−846588	−2229240	−891240	−1992840	−936840	−1573560	−834600
Maximum	−4890	−1196	−1170	−2138	−1175	−1223	−620	−1812	−5041	−983