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1 - 1 �V�h’âŽÔ�ê�@“S‹Ø�¬‹Ã“y�@ŒûŒ^ɘZ�@è©“¹�@�V�h’âŽÔ�ê DEFŒ^èc�|žy�@“Œ‹ž�‚‘¬“S“¹Š”Ž®‰ïŽÐ�@‘æˆêŽŸŒvŽZ Dead Load on roof slab, Assumed section of slab and wall K.Inaba 19350507 - - SJ •ûŠá •�’Ê ‰”•M �u�V�h’âŽÔ�ê DEFŒ^èc�|žy�@“Œ‹ž�‚‘¬“S“¹Š”Ž®‰ïŽÐ�@‘æˆêŽŸŒvŽZ�v�@‚Í�Ô‰”•M�‘‚«
2 - 2 “S‹Ø�¬‹Ã“y�@ŒûŒ^ɘZ�@è©“¹ ’f–Ê—ÍŒvŽZ K.Inaba 19350507 - - SJ •ûŠá •�’Ê ‰”•M  
3 - 3 ŒûŒ^ɘZ�@è©“¹ Moment and shear diagram K.Inaba 19350507 - - SJ •ûŠá •�’Ê ‰”•M  
4 - 4 ŒûŒ^ɘZ�@è©“¹ Unit stress K¥I 19350507 - - SJ •ûŠá •�’Ê ‰”•M  
5 - 5 ŒûŒ^ɘZ�@è©“¹ ‘æ“ñŽŸŒvŽZ Dead Load on roof slab, Assumed section of slab and wall K¥I 19350508 - - SJ •ûŠá •�’Ê ‰”•M �u‘æ“ñŽŸŒvŽZ�v‚Í�Ô‰”•M�‘‚«
6 - 6 ŒûŒ^ɘZ�@ ’f–Ê—ÍŒvŽZ K¥I 19350508 - - SJ •ûŠá •�’Ê ‰”•M  
7 - 7 ŒûŒ^ɘZ�@ Solution of condition equation by the successible trials K¥I 19350508 - - SJ •ûŠá •�’Ê ‰”•M  
8 - 8 - ’f–Ê—Í�A•ÏŒ`�} - - - - SJ •ûŠá •�’Ê ‰”•M –¢Š®�¬
9 - 9 ŒûŒ^ɘZ�@ moments K¥I 19350509 - - SJ •ûŠá •�’Ê ‰”•M  
10 - 10 ŒûŒ^ɘZ�@ ’f–Ê—ÍŒvŽZ K¥I 19350509 - - SJ •ûŠá •�’Ê ‰”•M  
11 - 11 ŒûŒ^ɘZ�@ seismic stresses K¥I 19350509 - - SJ •ûŠá •�’Ê ‰”•M  
12 - 12 ŒûŒ^ɘZ�@ Load on tunnel during earthquake K¥I 19350509 - - SJ •ûŠá •�’Ê ‰”•M �~ˆó
13 - 13 ŒûŒ^ɘZ�@ Solution of condition eqns. K¥I 19350509 - - SJ •ûŠá •�’Ê ‰”•M �~ˆó
14 - 12 ŒûŒ^É�\“ñ�@ Seismic moments, Condition equations K¥I 19350513 - - SJ •ûŠá •�’Ê ‰”•M  
15 - 13 ŒûŒ^É‹ã�@ Condition Equations (�펞) K¥I 19350514 - - SJ •ûŠá •�’Ê ‰”•M  
16 - 14 ŒûŒ^É‹ã�@ (’n�kŽž) Condition equation K¥I 19350515 - - SJ •ûŠá •�’Ê ‰”•M  
17 - 15 ŒûŒ^ɘZ�@ (’n�kŽž) Condition equation (‘±) K¥I 19350516 - - SJ •ûŠá •�’Ê ‰”•M  
18 - 16 ŒûŒ^ɘZ�@ (’n�kŽž) Condition equation (‘±) K¥I 19350517 - - SJ •ûŠá •�’Ê ‰”•M  
19 - 17 ŒûŒ^ÉŽO�@ (’n�kŽž) Condition equation (‘±) K¥I 19350518 - - SJ •ûŠá •�’Ê ‰”•M  
20 - 18 ŒûŒ^ÉŽO�@ (’n�kŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •�’Ê ‰”•M  
21 - 19 ŒûŒ^ÉŽO�@ (’n�kŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •�’Ê ‰”•M  
22 - 20 ŒûŒ^ÉŽO�@ (’n�kŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •�’Ê ‰”•M  
23 - 21 ŒûŒ^ɘZ�@ (’n�kŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •�’Ê ‰”•M  
24 - 22 ŒûŒ^ɘZ�@ (’n�kŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •�’Ê ‰”•M  
25 - 1 “Œ‹ž�‚‘¬“S“¹Š”Ž®‰ïŽÐ�@“S‹Ø�¬‹Ã“yžy�\ ’†“ñŠK Floor slab, Top slab, Bottom slab K¥I 19350615 - - SJ •ûŠá •�’Ê ‰”•M •W‘è‚Í�Ô‰”•M�‘‚«
26 - 2 - Side�@wall�C�@’†“ñŠK hor. Strut - - - - SJ •ûŠá •�’Ê ‰”•M  
27 - 3 - Top beam, Bottom beam - 19350615 - - SJ •ûŠá •�’Ê ‰”•M  
28 - 4 - Side beam - 19350615 - - SJ •ûŠá •�’Ê ‰”•M  
29 - 5 - EŒ^�@“S�œ, Main dimension, Loads on structure K¥I 19350617 - - SJ •ûŠá •�’Ê ‰”•M  
30 - 6 - “S�œ•”�Þ‚Ì’f–ÊŒvŽZ K¥I 19350617 - - SJ •ûŠá •�’Ê ‰”•M  
31 - 7 - Condition Equations K¥I 19350617 - - SJ •ûŠá •�’Ê ‰”•M  
32 - 8 - Condition Equations (‘±) - - - - SJ •ûŠá •�’Ê ‰”•M  
33 - 9 - Condition Equations (‘±) K¥I 19350618 - - SJ •ûŠá •�’Ê ‰”•M  
34 - 10 - Moments of fixture, End shear K¥I 19350618 - - SJ •ûŠá •�’Ê ‰”•M  
35 - 11 - Moment and shear diagram K¥I 19350618 - - SJ •ûŠá •�’Ê ‰”•M  
36 - 12 - Top beam section, Bottom beam K¥I 19350619 - - SJ •ûŠá •�’Ê ‰”•M  
37 - 13 - Side Beam K¥I 19350619 - - SJ •ûŠá •�’Ê ‰”•M  
38 - 14 - Solution of Condition equations K¥I 19350621 - - SJ •ûŠá •�’Ê ‰”•M  
39 - 15 EŒ^�@“S�\žy Solution of 7 simultaneous equations K¥I 19350625 - - SJ •ûŠá •�’Ê ‰”•M  
40 - 16 - Solution of 7 simultaneous equations (‘±) K¥I 19350625 - - SJ •ûŠá •�’Ê ‰”•M  
41 - 17 - Detail design K¥I 19350626 - - SJ •ûŠá •�’Ê ‰”•M �~ˆó
42 - 18 - Detail design (‘±) K¥I 19350626 - - SJ •ûŠá •�’Ê ‰”•M  
43 - 19 - Detail design (‘±) - - - - SJ •ûŠá •�’Ê ‰”•M  
44 - 20 DŒ^�@�\žy Solution of Condition equations (normal state) - 19350707 - - SJ •ûŠá •�’Ê ‰”•M  
45 - 21 DŒ^�@�\žy Solution of Condition equations (normal state) (‘±) - 19350707 - - SJ •ûŠá •�’Ê ‰”•M  
46 - 22 DŒ^�@�\žy Solution of Condition equations (normal state) (‘±) - 19350707 - - SJ •ûŠá •�’Ê ‰”•M  
47 - 23 DŒ^�@ Solution of condition eqns ’n�kŽž K¥I 19350709 - - SJ •ûŠá •�’Ê ‰”•M  
48 - 24 DŒ^�@ Solution of condition eqns ’n�kŽž (‘±) K¥I 19350710 - - SJ •ûŠá •�’Ê ‰”•M  
49 - 25 - Solution of condition eqns ’n�kŽž (‘±) K¥I 19350710 - - SJ •ûŠá •�’Ê ‰”•M  
50 - 26 FŒ^�@“S�\žy Solution of condition equations K¥I 19350712 - - SJ •ûŠá •�’Ê ‰”•M  
51 - 27 FŒ^�@ Solution of condition equations (‘±) K¥I 19350712 - - SJ •ûŠá •�’Ê ‰”•M  
52 - 28 FŒ^�@ Solution of condition equations (‘±) K¥I 19350712 - - SJ •ûŠá •�’Ê ‰”•M  
53 - 29 FŒ^�@ Solution of condition equations (‘±) K¥I 19350713 - - SJ •ûŠá •�’Ê ‰”•M  
54 - 30 FŒ^�@ Solution of condition equations (‘±) K¥I 19350713 - - SJ •ûŠá •�’Ê ‰”•M  
55 - a ŒûŒ^É�\“ñ�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350814 - - SJ •ûŠá •�’Ê ‰”•M  
56 - b ŒûŒ^É�\“ñ�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350814 - - SJ •ûŠá •�’Ê ‰”•M  
57 - c ŒûŒ^É�\�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •�’Ê ‰”•M  
58 - d ŒûŒ^É�\�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •�’Ê ‰”•M  
59 - e ŒûŒ^ɘZ�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •�’Ê ‰”•M  
60 - f ŒûŒ^ɘZ�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •�’Ê ‰”•M  
61 - g ŒûŒ^ÉŽO�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •�’Ê ‰”•M  
62 - h ŒûŒ^ÉŽO�@’ù�³�@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •�’Ê ‰”•M