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–¼‘O “ú•t –¼‘O “ú•t ŽÐˆó Œrü Ž†Ž¿ ƒyƒ“
1 - - º˜a˜Z”NˆêŒŽ@
•Ÿ“‡Œ§Žá¼‚“cü@‚“c‹´ÝŒvXŽZ‘‹yÞ—¿’²‘
•\ކ - - - - JE •ûŠá •’Ê ƒyƒ“  
2 - 1 Takata Bashi for Fukushima-ken ÝŒvðŒ J.masuda 19301222 M.Jinda 19301224 JE •ûŠá •’Ê ƒyƒ“  
3 - 2 Design of Takada Bashi for Fukushima ken Cross section of Bridge K.Inaba 19301222 M.Jinda 19301224 JN •ûŠá •’Ê ƒyƒ“  
4 - 3 Design of Takada Bashi for Fukushima ken Design of Floor slab K.Inaba 19301222 M.Jinda 19301224 JN •ûŠá •’Ê ƒyƒ“  
5 - 4 Design of Takada Bashi for Fukushima ken Design of Overhanging Slab beyond main beam,
Design of Main Beams and Pier Column as a Rahmen
K.Inaba 19301223 M.Jinda 19301224 JN •ûŠá •’Ê ƒyƒ“  
6 - 5 Design of Takada Bashi for Fukushima ken Design of Main Beams and Pier Column as a Rahmen (‘±) K.Inaba 19301223 M.Jinda 19301224 JN •ûŠá •’Ê ƒyƒ“  
7 - 6 Design of Takada Bashi for Fukushima ken Design of Main Beams and Pier Column as a Rahmen (‘±) K.Inaba 19301224 M.Jinda 19301227 JN •ûŠá •’Ê ƒyƒ“  
8 - 7 Design of Takada Bashi for Fukushima ken Design of A-Rahmen K.Inaba 19301225 M.Jinda 19301227 JN •ûŠá •’Ê ƒyƒ“  
9 - 8 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301226 M.Jinda 19301227 JN •ûŠá •’Ê ƒyƒ“  
10 - 9 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301226 M.Jinda 19301227 JN •ûŠá •’Ê ƒyƒ“  
11 - 10 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301230 M.Jinda 19310106 JN •ûŠá •’Ê ƒyƒ“  
12 - 11 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301230 M.Jinda 19310107 JN •ûŠá •’Ê ƒyƒ“  
13 - 12 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301230 M.Jinda 19310107 JN •ûŠá •’Ê ƒyƒ“  
14 - 13 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301230 M.Jinda 19310107 JN •ûŠá •’Ê ƒyƒ“  
15 - 14 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301230 M.Jinda 19310109 JN •ûŠá •’Ê ƒyƒ“  
16 - 15 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301231 M.Jinda 19310109 JN •ûŠá •’Ê ƒyƒ“  
17 - 16 Design of Takada Bashi for Fukushima ken Design of A-Rahmen (‘±) K.Inaba 19301231 M.Jinda 19310109 JN •ûŠá •’Ê ƒyƒ“  
18 - 17 Design of Takada Bashi for Fukushima ken Design of B-Rahmen K.Inaba 19301231 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
19 - 18 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19301231 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
20 - 19 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19301231 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
21 - 20 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19310102 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
22 - 21 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19310102 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
23 - 22 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19310102 M.Jinda 19310111 JN •ûŠá •’Ê ƒyƒ“  
24 - 23 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19310102 M.Jinda 19310112 JN •ûŠá •’Ê ƒyƒ“  
25 - 24 Design of Takada Bashi for Fukushima ken Design of B-Rahmen (‘±) K.Inaba 19310103 M.Jinda 19310112 JN •ûŠá •’Ê ƒyƒ“  
26 - 25 Design of Takada Bashi for Fukushima ken Moment and Shear Diagram of A-Rahmen K.Inaba 19310104 M.Jinda 19310113 JN •ûŠá •’Ê ƒyƒ“  
27 - 26 Design of Takada Bashi for Fukushima ken Moment and Shear Diagram of B-Rahmen K.Inaba 19310104 M.Jinda 19310113 JN •ûŠá •’Ê ƒyƒ“  
28 - 27 Design of Takada Bashi for Fukushima ken Design of Sections, Sections for A-Rahmen K.Inaba 19310104 M.Jinda 19310113 JN •ûŠá •’Ê ƒyƒ“  
29 - 28 Design of Takada Bashi for Fukushima ken Sections for A-Rahmen (‘±) K.Inaba 19310104 M.Jinda 19310115 JN •ûŠá •’Ê ƒyƒ“  
30 - 29 Design of Takada Bashi for Fukushima ken Sections of B-Rahmen K.Inaba 19310104 M.Jinda 19310115 JN •ûŠá •’Ê ƒyƒ“  
31 - 30 Design of Takada Bashi for Fukushima ken Stress of Pier columns during transverse earthquake K.Inaba 19310105 M.Jinda 19310116 JN •ûŠá •’Ê ƒyƒ“  
32 - 31 Design of Takada Bashi for Fukushima ken Stress of Pier columns during transverse earthquake (‘±) K.Inaba 19310105 M.Jinda 19310118 JN •ûŠá •’Ê ƒyƒ“  
33 - 32 Design of Takada Bashi for Fukushima ken Stress of Pier Bent during transverse earthquake K.Inaba 19310105 M.Jinda 19310118 JN •ûŠá •’Ê ƒyƒ“  
34 - 33 Design of Takada Bashi for Fukushima ken Stress of Pier Bent during transverse earthquake (‘±) K.Inaba 19310105 M.Jinda 19310118 JN •ûŠá •’Ê ƒyƒ“  
35 - 34 Design of Takada Bashi for Fukushima ken Design of Column footing K.Inaba 19310118 M.Jinda 19310121 JN •ûŠá •’Ê ƒyƒ“  
36 - 35 Design of Takada Bashi for Fukushima ken Design of Column footing (‘±) K.Inaba 19310118 M.Jinda 19310121 JN •ûŠá •’Ê ƒyƒ“  
37 - 36 Design of Takada Bashi for Fukushima ken Design of Pier well K.Inaba 19310118 M.Jinda 19310121 JN •ûŠá •’Ê ƒyƒ“  
38 - 37 Design of Takada Bashi for Fukushima ken Design of Pier well (‘±) K.Inaba 19310118 M.Jinda 19310122 JN •ûŠá •’Ê ƒyƒ“  
39 - 38 Design of Takada Bashi for Fukushima ken Design of Pier well (‘±) K.Inaba 19310118 M.Jinda 19310122 JN •ûŠá •’Ê ƒyƒ“  
40 - 39 Design of Takada Bashi for Fukushima ken Design of Pier well (‘±) K.Inaba 19310123 M.Jinda 19310127 JN •ûŠá •’Ê ƒyƒ“  
41 - 40 Design of Takada Bashi for Fukushima ken Design of Pier well (‘±) K.Inaba 19310123 M.Jinda 19310127 JN •ûŠá •’Ê ƒyƒ“  
42 - 41 Design of Takada Bashi for Fukushima ken Design of Abutment at Right approach K.Inaba 19310121 M.Jinda 19310123 JN •ûŠá •’Ê ƒyƒ“  
43 - 42 Design of Takada Bashi for Fukushima ken Design of Parapet wall K.Inaba 19310121 M.Jinda 19310123 JN •ûŠá •’Ê ƒyƒ“  
44 - 43 Design of Takada Bashi for Fukushima ken Design of wing wall K.Inaba 19310122 M.Jinda 19310123 JN •ûŠá •’Ê ƒyƒ“  
45 - 44 Design of Takada Bashi for Fukushima ken Design of Shaft K.Inaba 19310122 M.Jinda 19310127 JN •ûŠá •’Ê ƒyƒ“  
46 - 45 Design of Takada Bashi for Fukushima ken Design of Shaft (‘±) K.Inaba 19310128 M.Jinda 19310130 JN •ûŠá •’Ê ƒyƒ“  
47 - 46 Design of Takada Bashi for Fukushima ken Design of Shaft (‘±) K.Inaba 19310129 M.Jinda 19310130 JN •ûŠá •’Ê ƒyƒ“  
48 - 47 Design of Takada Bashi for Fukushima ken Design of well for Abutment K.Inaba 19310123 M.Jinda 19310130 JN •ûŠá •’Ê ƒyƒ“  
49 - 48 Design of Takada Bashi for Fukushima ken Design of well for Abutment (‘±) K.Inaba 19310123 M.Jinda 19310130 JN •ûŠá •’Ê ƒyƒ“  
50 - 49 Materials of Takada Bashi for Fukushima-ken Materials, Concrete 1:2:4 Mixture M.Kojima 19310115 M.Jinda 19310119 JN •ûŠá •’Ê ƒyƒ“  
51 - 50 Materials of Takada Bashi for Fukushima-ken Materials, Concrete 1:2:4 Mixture (‘±), ‰Ë\Þ—¿ (ˆêŒaŠÔ•ª) M.Kojima 19310115 M.Jinda 19310119 JN •ûŠá •’Ê ƒyƒ“  
52 - 51 Materials of Takada Bashi for Fukushima-ken ‰Ë\Þ—¿ (ˆêŒaŠÔ•ª) (‘±), ã•”HŒ^˜g (—¼’[ŒaŠÔ) M¥J•I¥M 19310116 M.K 19310119 JN •ûŠá •’Ê ƒyƒ“  
53 - 52 Materials of Takada Bashi for Fukushima-ken ã•”HŒ^˜g (—¼’[ŒaŠÔ) (‘±), Reinforcements (plain bars),
Granolithic pavements, Cast iron Drain
M¥K 19310115 M.J•I.M 19310126 JN •ûŠá •’Ê ƒyƒ“  
54 - 53 Materials of Takada Bashi for Fukushima-ken Mortar Finish, Handrails M¥K 19310115 I.M 19310126 JN •ûŠá •’Ê ƒyƒ“  
55 - 54 Materials of Takada Bashi for Fukushima-ken Handrails (‘±), e’Œ (ˆê–{•ª) M¥K 19310108 I.M 19310126 JN •ûŠá •’Ê ƒyƒ“  
56 - 55 Materials of Takada Bashi for Fukushima-ken e’Œ (‘±), ‘³‚—“ (ˆê‰ÓŠ•ª), Column with footing M¥K 19310113 M.K 19310113 JN •ûŠá •’Ê ƒyƒ“  
57 - 56 Materials of Takada Bashi for Fukushima-ken Columns M¥K 19310126 I.M 19310127 JN •ûŠá •’Ê ƒyƒ“  
58 - 57 Materials of Takada Bashi for Fukushima-ken Columns (‘±) M¥K 19310126 I.M 19310127 JN •ûŠá •’Ê ƒyƒ“  
59 - 58 Materials of Takada Bashi for Fukushima-ken Pier wells for P3 to P26 M¥K 19310124 F.Y 19310127 JN •ûŠá •’Ê ƒyƒ“  
60 - 59 Materials of Takada Bashi for Fukushima-ken Pier wells for P3 to P26 (‘±) M¥K 19310124 F.Y&M.J 19310126 JN •ûŠá •’Ê ƒyƒ“  
61 - 60 Materials of Takada Bashi for Fukushima-ken Pier wells for P3 to P26 (‘±), ‹´‹r–xèw M¥K&R¥I 19310128 M.J•M.K 19310129 JN •ûŠá •’Ê ƒyƒ“  
62 - 61 Materials of Takada Bashi for Fukushima-ken Materials of abutment M.Jinda 19310126 I. matano 19310127 JE •ûŠá •’Ê ƒyƒ“  
63 - 62 Materials of Takada Bashi for Fukushima-ken Materials of well M.Jinda 19310126 I. matano 19310127 JE •ûŠá •’Ê ƒyƒ“  
64 - 63 Materials of Takada Bashi for Fukushima-ken Materials of well (‘±), Excavation for Abutment A1,
Excavation for Abutment A2
M¥J•K¥I 19310127 I.M•J.M 19310127 JE •ûŠá •’Ê ƒyƒ“  
65 - 64 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
66 - 65 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ (‘±) I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
67 - 66 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ (‘±) I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
68 - 67 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ (‘±) I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
69 - 68 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ (‘±) I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
70 - 69 Material list of Takata Bashi for Fukushima-ken ƒgƒ‰ƒX|Þ (‘±) I¥M 19310115 R.I 19310117 JE •ûŠá •’Ê ƒyƒ“  
71 - ‡@ Preliminary Design of Takata Bashi for Fukushima-ken ŒvŽZ‰º‘‚« K¥I 19301220 - - JN •ûŠá •’Ê ‰”•M ¢Preliminary Design ofv ‚ÍAÔ‘‚«
72 - 0 Preliminary Design of Takata Bashi for Fukushima-ken ŒvŽZ‰º‘‚«, ‘¤–Ê} K¥I 19301220 - - JN •ûŠá •’Ê ‰”•M  
73 - ‡A Takada Bashi ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ - - - - JN •ûŠá •’Ê ‰”•M  
74 - ‡B Takada Bashi ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) - - - - JN •ûŠá •’Ê ‰”•M  
75 - 4 Takada Bashi ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) - 19301220 - - JN •ûŠá •’Ê ‰”•M  
76 - 5 Takada Bashi ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) K¥I 19301221 - - JN •ûŠá •’Ê ‰”•M — –ʂɉ”•M‚Å’f–Ê}
77 - 6 - ’f–ÊŒvŽZ - - - - JN •ûŠá •’Ê ‰”•M  
78 - 7 Takada Bashi ’f–Ê—Í} - - - - JN •ûŠá •’Ê ‰”•M  
79 - 8 Takata Bashi ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) K¥I 19301222 - - JN •ûŠá •’Ê ‰”•M  
80 - 9 Takata Bashi ’f–ÊŒvŽZA‚—“d—ÊŒvŽZ K¥I 19301222 - - JN •ûŠá •’Ê ‰”•M  
81 - 6 - Moment of inertia of Beams - - - - JN •ûŠá •’Ê ‰”•M  
82 - - - ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) - - - - JN •ûŠá •’Ê ‰”•M  
83 - ‡C - ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) - - - - JN •ûŠá •’Ê ‰”•M ŽæÁ
84 - ‡CB - ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) - - - - JN •ûŠá •’Ê ‰”•M ŽæÁ
85 - 18 Design of Takata-Bashi for Saitama-ken Summary of Dead Load moments,
reaction and shears for outside Rahmen
K.Inaba 19301231 - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ
86 - 26 Design of Takata-Bashi for Saitama-ken Moment + Shear Diagram for B-Rahmen K.Inaba 19310103 - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ
87 - 27 Design of Takata-Bashi for Saitama-ken Design of Sections K.Inaba - - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ, “r’†‚©‚牔•M
88 - 10 Design of Takata-Bashi for Saitama-ken ƒ‰[ƒƒ“’f–Ê—ÍŒvŽZ (‘±) K.Inaba 19301226 - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ
89 - - - - - - - - JN •ûŠá •’Ê ‰”•M Ž©“®ŽÔ‰×d}‰º‘‚« –¢Š®¬
90 - - Takada Bashi for Fukushima ken Length of pier column - - - - JN •ûŠá •’Ê ‰”•M  
91 - - - ‚“c‹´e’Œ‹y‘³‚—“ M.Jinda 19300109 - - JN •ûŠá •’Ê ‰”•M — –ʂɌvŽZ‰º‘‚«
92 - - - ‘¤–Ê} - - - - JN •ûŠá •’Ê ‰”•M  
93 - - Materials of Takada Bashi for Fukushima Ken e’Œ (‘±), ‘³‚—“ (ˆê‰ÓŠ•ª) M.Jinda 19310113 M.K 19310113 JN •ûŠá •’Ê ‰”•M ŽæÁ
94 - - Takada-Bashi ”r…ad—ÊŒvŽZ - - - - SN –³’n •’Ê ‰”•M  
95 - - Materials of Takada Bashi for Fukushima Ken Floor Slab M¥J 19310111 M.K 19310113 JE •ûŠá •’Ê ‰”•M  
96 - 1 Materials of Takada Bashi for Fukushima Ken Materials for Floor Slab M.Jinda 19310106 M.K 19310109 JN •ûŠá •’Ê ‰”•M  
97 - - - Œ^˜g‹y‰Ë\ƒjŠÖƒXƒ‹Žd—l - - - - JN •ûŠá •’Ê ‰”•M —pކ‰¡Žg‚¢C˜a•¶c‘‚«
98 - 35 - Reinforcements in footing - - - - JN •ûŠá •’Ê ‰”•M  
99 - 34 Takada Bashi Design of Column footing - - - - JN •ûŠá •’Ê ‰”•M  
100 - 34 Design of Takada Bashi for Fukushima ken Design of Pier well K.Inaba 19310105 - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁC‰”•M‚ŃP[ƒ\ƒ“}ƒXƒPƒbƒ`
101 - - - Earth pressure during Excavation - - - - JN •ûŠá •’Ê ‰”•M  
102 - 46 Design of Takada Bashi for Fukushima ken Stability during Earthquake - - - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ
103 - 45 Design of Takada Bashi for Fukushima ken Stress during Earthquake - - - - JN •ûŠá •’Ê ƒyƒ“ ŽæÁ
104 - - Solution of 3 Span Rahmen with columns fixed at Base, and
1 Span Rahmen with overhanging Arms at both ends and columns fixed at Base
•\ކ - - - - JE •ûŠá •’Ê ƒyƒ“  
105 - 1 - 3 span - Rahmen of a Symmetrical construction, ƒ‰[ƒƒ“‚ÌŒvŽZ K.Inaba 19301202 - - JE •ûŠá •’Ê ƒyƒ“  
106 - 2 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“  
107 - 3 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“  
108 - 4 - ƒ‰[ƒƒ“‚ÌŒvŽZ K.Inaba 19301204 - - JN •ûŠá •’Ê ƒyƒ“  
109 - 5 - ƒ‰[ƒƒ“‚ÌŒvŽZ K.Inaba 19301205 - - JN •ûŠá •’Ê ƒyƒ“  
110 - 6 - ƒ‰[ƒƒ“‚ÌŒvŽZ K.Inaba 19301210 - - JN •ûŠá •’Ê ƒyƒ“  
111 - 7 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“  
112 - 8 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“  
113 - 9 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“  
114 - 10 - ƒ‰[ƒƒ“‚ÌŒvŽZ - - - - JE •ûŠá •’Ê ƒyƒ“