‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘

18. “Œ‹ž‚‘¬“S“¹Š”Ž®‰ïŽÐEiVh’âŽÔêj (PDF/8.9MB)

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1 - 1 Vh’âŽÔê@“S‹Ø¬‹Ã“y@ŒûŒ^ɘZ@è©“¹@Vh’âŽÔê 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 uVh’âŽÔê DEFŒ^èc|žy@“Œ‹ž‚‘¬“S“¹Š”Ž®‰ïŽÐ@‘æˆêŽŸŒvŽZv@‚ÍÔ‰”•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“ñŽŸŒvŽZv‚ÍÔ‰”•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—ÍA•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@ (’nkŽž) Condition equation K¥I 19350515 - - SJ •ûŠá •’Ê ‰”•M  
17 - 15 ŒûŒ^ɘZ@ (’nkŽž) Condition equation (‘±) K¥I 19350516 - - SJ •ûŠá •’Ê ‰”•M  
18 - 16 ŒûŒ^ɘZ@ (’nkŽž) Condition equation (‘±) K¥I 19350517 - - SJ •ûŠá •’Ê ‰”•M  
19 - 17 ŒûŒ^ÉŽO@ (’nkŽž) Condition equation (‘±) K¥I 19350518 - - SJ •ûŠá •’Ê ‰”•M  
20 - 18 ŒûŒ^ÉŽO@ (’nkŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •’Ê ‰”•M  
21 - 19 ŒûŒ^ÉŽO@ (’nkŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •’Ê ‰”•M  
22 - 20 ŒûŒ^ÉŽO@ (’nkŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •’Ê ‰”•M  
23 - 21 ŒûŒ^ɘZ@ (’nkŽž) Condition equation (‘±) K¥I 19350521 - - SJ •ûŠá •’Ê ‰”•M  
24 - 22 ŒûŒ^ɘZ@ (’nkŽž) 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‚ÍÔ‰”•M‘‚«
26 - 2 - Side@wallC@’†“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^@“Sœ, Main dimension, Loads on structure K¥I 19350617 - - SJ •ûŠá •’Ê ‰”•M  
30 - 6 - “Sœ•”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 ’nkŽž K¥I 19350709 - - SJ •ûŠá •’Ê ‰”•M  
48 - 24 DŒ^@ Solution of condition eqns ’nkŽž (‘±) K¥I 19350710 - - SJ •ûŠá •’Ê ‰”•M  
49 - 25 - Solution of condition eqns ’nkŽž (‘±) 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@’ù³@ Solution of condition equations (‘±) K¥I 19350814 - - SJ •ûŠá •’Ê ‰”•M  
56 - b ŒûŒ^É\“ñ@’ù³@ Solution of condition equations (‘±) K¥I 19350814 - - SJ •ûŠá •’Ê ‰”•M  
57 - c ŒûŒ^É\@’ù³@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •’Ê ‰”•M  
58 - d ŒûŒ^É\@’ù³@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •’Ê ‰”•M  
59 - e ŒûŒ^ɘZ@’ù³@ Solution of condition equations (‘±) K¥I 19350815 - - SJ •ûŠá •’Ê ‰”•M  
60 - f ŒûŒ^ɘZ@’ù³@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •’Ê ‰”•M  
61 - g ŒûŒ^ÉŽO@’ù³@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •’Ê ‰”•M  
62 - h ŒûŒ^ÉŽO@’ù³@ Solution of condition equations (‘±) K¥I 19350816 - - SJ •ûŠá •’Ê ‰”•M