‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘

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1 - - º˜a”ª”N˜ZŒŽ@
‘“¹EæÇ†ü@Šò•ŒŒ§–Ø‘]ì‹´ÝŒvXŽZ‘@i‰º•”HŽ–j
•\ކ - - - - SJ •ûŠá “§–¾ ‰”•M  
2 - 1 Design of Kisogawa-Bashi for Gifu-ken ÝŒvðŒ J.masuda 19330502 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
3 - 2 Design of Kisogawa-Bashi for Gifu-ken ÝŒvðŒ (‘±) J.masuda 19330502 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
4 - 3 Design of Kisogawa-Bashi for Gifu-ken Design of Piers K.Inaba 19330503 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
5 - 4 Design of Kisogawa-Bashi for Gifu-ken Sketch of Pier no.3 K.Inaba 19330503 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
6 - 5 Design of Kisogawa-Bashi for Gifu-ken Approximate weight and center of gravity of pier shaft,
Approximate weight and center of gravity of well
K.Inaba 19330503 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
7 - 6 Design of Kisogawa-Bashi for Gifu-ken Stress of shaft at bottom section K.Inaba 19330504 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
8 - 7 Design of Kisogawa-Bashi for Gifu-ken Design of well K.Inaba 19330504 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
9 - 8 Design of Kisogawa-Bashi for Gifu-ken Stability of Pier K.Inaba 19330504 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
10 - 9 Design of Kisogawa-Bashi for Gifu-ken Stability of Pier (‘±) K.Inaba 19330504 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
11 - 10 Design of Kisogawa-Bashi for Gifu-ken Stability of Pier (‘±) K.Inaba 19330505 M.Jinda 19330515 SJ •ûŠá “§–¾ ‰”•M  
12 - 11 Design of Kisogawa-Bashi for Gifu-ken Stability of Pier (‘±) K.Inaba 19330505 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
13 - 12 Design of Kisogawa-Bashi for Gifu-ken Design of Abutment K.Inaba 19330509 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
14 - 13 Design of Kisogawa-Bashi for Gifu-ken Design of Parapet wall K.Inaba 19330509 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
15 - 14 Design of Kisogawa-Bashi for Gifu-ken Design of wingwall K.Inaba 19330509 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
16 - 15 Design of Kisogawa-Bashi for Gifu-ken Design of wingwall (‘±) K.Inaba 19330509 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
17 - 16 Design of Kisogawa-Bashi for Gifu-ken Design of Curtain wall K.Inaba 19330510 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
18 - 17 Design of Kisogawa-Bashi for Gifu-ken Design of Counterfort wall near center K.Inaba 19330510 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
19 - 18 Design of Kisogawa-Bashi for Gifu-ken Design of Counterfort wall near center (‘±) K.Inaba 19330510 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
20 - 19 Design of Kisogawa-Bashi for Gifu-ken Design of counterfort wall at end K.Inaba 19330511 M.Jinda 19330516 SJ •ûŠá “§–¾ ‰”•M  
21 - 20 Design of Kisogawa-Bashi for Gifu-ken Design of counterfort wall at end (‘±) K.Inaba 19330511 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
22 - 21 Design of Kisogawa-Bashi for Gifu-ken Stability of Abutment K.Inaba 19330511 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
23 - 22 Design of Kisogawa-Bashi for Gifu-ken Stability of Abutment (‘±) K.Inaba 19330512 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
24 - 23 Design of Kisogawa-Bashi for Gifu-ken Stability of Abutment (‘±) K.Inaba 19330512 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
25 - 24 Design of Kisogawa-Bashi for Gifu-ken Stability of Abutment (‘±) K.Inaba 19330512 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
26 - 25 Design of Kisogawa-Bashi for Gifu-ken Design of Cantilever footing at toe K.Inaba 19330512 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
27 - 26 Design of Kisogawa-Bashi for Gifu-ken Design of Rear footing K.Inaba 19330512 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
28 - 27 Design of Kisogawa-Bashi for Gifu-ken Design of Rear footing (‘±) K.Inaba 19330513 M.Jinda 19330517 SJ •ûŠá “§–¾ ‰”•M  
29 - - º˜a”ª”N˜ZŒŽ@
‘“¹EæÇ†ü@Šò•ŒŒ§–Ø‘]ì‹´Þ—¿’²‘@i‰º•”HŽ–j
•\ކ - - - - SJ •ûŠá “§–¾ ‰”•M  
30 - M1 Materials of Kisogawa Bashi for Gifu-ken Materials of East and West abutments K.Inaba 19330529 M.Jinda 19330531 SJ •ûŠá “§–¾ ‰”•M  
31 - M2 Materials of Kisogawa Bashi for Gifu-ken Materials of East and West abutments (‘±) K.Inaba 19330529 M.Jinda 19330531 SJ •ûŠá “§–¾ ‰”•M  
32 - M3 Materials of Kisogawa Bashi for Gifu-ken Materials of East and West abutments (‘±) K.Inaba 19330530 M.Jinda 19330531 SJ •ûŠá “§–¾ ‰”•M  
33 - M4 Materials of Kisogawa Bashi for Gifu-ken Materials of East and West abutments (‘±) K.Inaba 19330530 M.Jinda 19330531 SJ •ûŠá “§–¾ ‰”•M  
34 - M5 Materials of Kisogawa Bashi for Gifu-ken Materials of Pier shafts P1, P2 and P3 M.Jinda 19330510 K.Inaba 19330519 SJ •ûŠá “§–¾ ‰”•M  
35 - M6 Materials of Kisogawa Bashi for Gifu-ken Materials of Pier shafts P1, P2 and P3 (‘±) M.Jinda 19330510 K.Inaba 19330519 SJ •ûŠá “§–¾ ‰”•M  
36 - M7 Materials of Kisogawa Bashi for Gifu-ken Materials of Pier shafts P1, P2 and P3 (‘±) M.Jinda 19330511 K.Inaba 19330519 SJ •ûŠá “§–¾ ‰”•M  
37 - M8 Materials of Kisogawa Bashi for Gifu-ken Materials of Pier shafts P1, P2 and P3 (‘±) M.Jinda 19330511 K.Inaba 19330519 SJ •ûŠá “§–¾ ‰”•M  
38 - M9 Materials of Kisogawa Bashi for Gifu-ken Materials of Pier shafts P1, P2 and P3 (‘±) M.Jinda 19330511 K.Inaba 19330519 SJ •ûŠá “§–¾ ‰”•M  
39 - - º˜aŒÜ”N‹ãŒŽ@Šò•ŒŒ§—K”ã’·—Çì‹´”äŠrÝŒv‘@
Œö“¹‹´E“dŽÔ‹´@‹y@•¹—p‹´
•\ކ - - - - JE •ûŠá •’Ê ƒyƒ“  
40 - 1 Ibi and Nagara Highway Bridges for Gifu Ken ÝŒvðŒ, Design of Floor slab K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
41 - 2 Gifu Ken Ibi and Nagara Highway Bridges Design of stringers K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
42 - 3 Gifu Ken Ibi and Nagara Highway Bridges Design of Intermediate floor beam K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
43 - 4 Gifu Ken Ibi and Nagara Highway Bridges Design of Intermediate floor beam (‘±) K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
44 - 5 Gifu Ken Ibi and Nagara Highway Bridges Approximate Dead panel load on truss K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
45 - 6 Gifu Ken Ibi and Nagara Highway Bridges Approximate Dead panel load on truss (‘±) K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
46 - 7 Gifu Ken Ibi and Nagara Highway Bridges Stress sheet K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
47 - 8 Ibi and Nagara Bashi for Gifu KenAHighway Design Materials of slab K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
48 - 9 Gifu Ken Ibi and Nagara Bashi Approximate weight of Truss, Approximate weight of steel in one span, Estimate of Cost for Superstructure K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
49 - 10 Gifu Ken Ibi and Nagara Bashi Railway Design Cross section of bridge J.masuda 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
50 - 11 Gifu Ken Ibi and Nagara Bashi Railway Design Design of floor beam J.masuda 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
51 - 12 Gifu Ken Ibi and Nagara Bashi Railway Design Lower Lateral Bracings J.masuda - - - JE •ûŠá •’Ê ƒyƒ“  
52 - 13 Gifu Ken Ibi and Nagara Bashi Railway Design Lower Lateral Bracings (‘±) J.masuda - - - JE •ûŠá •’Ê ƒyƒ“  
53 - 14 Gifu Ken Ibi and Nagara Bashi Railway Design Stress and section of truss J.masuda 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
54 - 15 Gifu Ken Ibi and Nagara Bashi Railway Design Approximate weight of Truss, Structural steel in one span, Estimate of cost of Deck construction, Estimate of cost superstructure J.masuda 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
55 - 16 Gifu Ken Ibi and Nagara Bashi Combined Design Cross section of Combined Design J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
56 - 17 Gifu Ken Ibi and Nagara Bashi Combined Design Dead Load, Live Load, Summary for moments J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
57 - 18 Gifu Ken Ibi and Nagara Bashi Combined Design Dead Load stresses J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
58 - 19 Gifu Ken Ibi and Nagara Bashi Combined Design Live load stresses J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
59 - 20 Gifu Ken Ibi and Nagara Bashi Combined Design stresses & sections J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
60 - 21 Gifu Ken Ibi and Nagara Bashi Combined Design Materials of floor system M.Jinda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
61 - 22 Gifu Ken Ibi and Nagara Bashi Combined Design Approximate weight of Truss, Structural steel in one span,
Estimate of each one span
J.masuda 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
62 - 23 Gifu Ken Ibi and Nagara Bashi Highway Design Design of Piers K.Inaba 19300914 - - JE •ûŠá •’Ê ƒyƒ“  
63 - 24 Gifu Ken Ibi and Nagara Bashi Highway Design Estimate of cost for one pier K.Inaba 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
64 - 25 Gifu Ken Ibi and Nagara Bashi Railway Design Design of Pier, Estimate of cost for one pier K.Inaba 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
65 - 26 Gifu Ken Ibi and Nagara Bashi Combined Design Design of pier K.Inaba 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
66 - 27 Gifu Ken Ibi and Nagara Bashi Combined Design Design of pier (‘±) K.Inaba 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
67 - 28 Gifu Ken Ibi and Nagara Bashi Combined Design Estimate of Cost for one pier, H”ï”äŠr•\ K.Inaba 19300915 - - JE •ûŠá •’Ê ƒyƒ“  
68 - - º˜a”ª”N”ªŒŽ@
‘“¹EæÇ†ü@Šò•ŒŒ§–Ø‘]ì‹´ÝŒvXŽZ‘@iã•”HŽ–j
•\ކ - - - - SJ •ûŠá “§–¾ ƒyƒ“  
69 - 1 Design of Kisogawa-Bashi for Gifu-ken ÝŒvðŒ J.masuda 19330820 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
70 - 2 Design of Kisogawa-Bashi for Gifu-ken ÝŒvðŒ (‘±) J.masuda 19330820 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
71 - 3 Design of Kisogawa-Bashi for Gifu-ken Design of Floor slab K.Inaba 19330608 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
72 - 4 Design of Kisogawa-Bashi for Gifu-ken Overhanging slab beyond stringer, Anchor bolts for Handrail posts K.Inaba 19330603 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
73 - 5 Design of Kisogawa-Bashi for Gifu-ken Design of I-beam stringer, Design of Intermediate floor beam K.Inaba 19330612 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
74 - 6 Design of Kisogawa-Bashi for Gifu-ken Design of Intermediate floor beam (‘±) K.Inaba 19330612 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
75 - 7 Design of Kisogawa-Bashi for Gifu-ken Design of Intermediate floor beam (‘±) K.Inaba 19330616 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
76 - 8 Design of Kisogawa-Bashi for Gifu-ken Design of End floor beam K.Inaba 19330616 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
77 - 9 Design of Kisogawa-Bashi for Gifu-ken Design of End floor beam (‘±) K.Inaba 19330616 M.Jinda 19330627 SJ •ûŠá “§–¾ ‰”•M  
78 - 10 Design of Kisogawa-Bashi for Gifu-ken Design of Upper lateral bracings K.Inaba 19330619 M.Jinda 19330627 SJ •ûŠá “§–¾ ‰”•M  
79 - 11 Design of Kisogawa-Bashi for Gifu-ken Design of lower lateral bracings K.Inaba 19330619 M.Jinda 19330627 SJ •ûŠá “§–¾ ‰”•M  
80 - 12 Design of Kisogawa-Bashi for Gifu-ken Design of lower lateral bracings (‘±) K.Inaba 19330620 M.Jinda 19330627 SJ •ûŠá “§–¾ ‰”•M  
81 - 13 Design of Kisogawa-Bashi for Gifu-ken Design of lower lateral bracings (‘±) K.Inaba 19330620 M.Jinda 19330627 SJ •ûŠá “§–¾ ‰”•M  
82 - 14 Design of Kisogawa-Bashi for Gifu-ken Design of main truss K.Inaba 19330620 M.Jinda 19330622 SJ •ûŠá “§–¾ ‰”•M  
83 - 15 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ K.Inaba 19330621 M.Jinda 19330622 SJ •ûŠá “§–¾ ‰”•M  
84 - 16 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ (‘±) K.Inaba 19330621 M.Jinda 19330623 SJ •ûŠá “§–¾ ‰”•M  
85 - 17 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ (‘±) K.Inaba 19330622 M.Jinda 19330628 SJ •ûŠá “§–¾ ‰”•M  
86 - 18 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ (‘±) K.Inaba 19330622 M.Jinda 19330628 SJ •ûŠá “§–¾ ‰”•M  
87 - 19 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ (‘±) K.Inaba 19330622 M.Jinda 19330628 SJ •ûŠá “§–¾ ‰”•M  
88 - 20 Design of Kisogawa-Bashi for Gifu-ken ƒgƒ‰ƒXÀ•W, ¡–@ŒvŽZ (‘±) K.Inaba 19330622 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
89 - 21 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust K.Inaba 19330623 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
90 - 22 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330623 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
91 - 23 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330624 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
92 - 24 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330624 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
93 - 25 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330626 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
94 - 26 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330626 M.Jinda 19330629 SJ •ûŠá “§–¾ ‰”•M  
95 - 27 Design of Kisogawa-Bashi for Gifu-ken Calculation of Horizontal Thrust (‘±) K.Inaba 19330626 M.Jinda 19330630 SJ •ûŠá “§–¾ ‰”•M  
96 - 28 Design of Kisogawa-Bashi for Gifu-ken Influence surface of Horizontal Thrust K.Inaba 19330627 M.Jinda 19330707 SJ •ûŠá “§–¾ ‰”•M  
97 - 29 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members K.Inaba 19330627 M.Jinda 19330707 SJ •ûŠá “§–¾ ‰”•M  
98 - 30 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330627 M.Jinda 19330708 SJ •ûŠá “§–¾ ‰”•M  
99 - 31 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330628 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
100 - 32 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330628 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
101 - 33 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330703 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
102 - 34 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330703 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
103 - 35 Design of Kisogawa-Bashi for Gifu-ken Influence surface of stresses for truss members (‘±) K.Inaba 19330703 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
104 - 36 Design of Kisogawa-Bashi for Gifu-ken Diagrams of Influence surface, Influence surface of Top chords K.Inaba 19330604 M.Jinda 19330709 SJ •ûŠá “§–¾ ‰”•M  
105 - 37 Design of Kisogawa-Bashi for Gifu-ken Influence surface of Middle chords K.Inaba 19330704 M.Jinda 19330710 SJ •ûŠá “§–¾ ‰”•M  
106 - 38 Design of Kisogawa-Bashi for Gifu-ken Influence surface of Diagonal members K.Inaba 19330704 M.Jinda 19330710 SJ •ûŠá “§–¾ ‰”•M  
107 - 39 Design of Kisogawa-Bashi for Gifu-ken Influence surface of Vertical members K.Inaba 19330705 M.Jinda 19330710 SJ •ûŠá “§–¾ ‰”•M  
108 - 40 Design of Kisogawa-Bashi for Gifu-ken Influence line for stresses of Tie K.Inaba 19330605 M.Jinda 19330710 SJ •ûŠá “§–¾ ‰”•M  
109 - 41 Design of Kisogawa-Bashi for Gifu-ken Design of main truss K.Inaba 19330619 M.Jinda 19330626 SJ •ûŠá “§–¾ ‰”•M  
110 - 42 Design of Kisogawa-Bashi for Gifu-ken Design of main truss (‘±) K.Inaba 19330705 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
111 - 43 Design of Kisogawa-Bashi for Gifu-ken Design of main truss (‘±) K.Inaba 19330706 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
112 - 44 Design of Kisogawa-Bashi for Gifu-ken Design of main truss (‘±) K.Inaba 19330706 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
113 - 45 Design of Kisogawa-Bashi for Gifu-ken Stress diagram K.Inaba 19330706 M.Jinda 19330713 SJ •ûŠá “§–¾ ‰”•M  
114 - 46 Design of Kisogawa-Bashi for Gifu-ken Sections of truss members K.Inaba 19330706 M.Jinda 19330713 SJ •ûŠá “§–¾ ‰”•M  
115 - 47 Design of Kisogawa-Bashi for Gifu-ken Top chord K.Inaba 19330706 M.Jinda 19330713 SJ •ûŠá “§–¾ ‰”•M  
116 - 48 Design of Kisogawa-Bashi for Gifu-ken Middle chord K.Inaba 19330707 M.Jinda 19330716 SJ •ûŠá “§–¾ ‰”•M  
117 - 49 Design of Kisogawa-Bashi for Gifu-ken Middle chord (‘±) K.Inaba 19330707 M.Jinda 19330716 SJ •ûŠá “§–¾ ‰”•M  
118 - 50 Design of Kisogawa-Bashi for Gifu-ken Tie section, Diagonal section, Hangers and verticals K.Inaba 19330707 M.Jinda 19330716 SJ •ûŠá “§–¾ ‰”•M  
119 - 51 Design of Kisogawa-Bashi for Gifu-ken Final calculation of Horizontal thrust K.Inaba 19330710 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
120 - 52 Design of Kisogawa-Bashi for Gifu-ken Final calculation of Horizontal thrust (‘±) K.Inaba 19330710 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
121 - 53 Design of Kisogawa-Bashi for Gifu-ken Final calculation of Horizontal thrust (‘±) K.Inaba 19330710 M.Jinda 19330711 SJ •ûŠá “§–¾ ‰”•M  
122 - 54 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members K.Inaba 19330711 M.Jinda 19330720 SJ •ûŠá “§–¾ ‰”•M  
123 - 55 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330711 M.Jinda 19330721 SJ •ûŠá “§–¾ ‰”•M  
124 - 56 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330712 M.Jinda 19330731 SJ •ûŠá “§–¾ ‰”•M  
125 - 57 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330712 M.Jinda 19330731 SJ •ûŠá “§–¾ ‰”•M  
126 - 58 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330712 M.Jinda 19330731 SJ •ûŠá “§–¾ ‰”•M  
127 - 59 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330712 M.Jinda 19330731 SJ •ûŠá “§–¾ ‰”•M  
128 - 60 Design of Kisogawa-Bashi for Gifu-ken Final calculation for Influence surface of truss members (‘±) K.Inaba 19330712 M.Jinda 19330731 SJ •ûŠá “§–¾ ‰”•M  
129 - 61 Design of Kisogawa-Bashi for Gifu-ken Diagrams of Final Influence surfaces,
Final Influence Diagram of Top chords
K.Inaba 19330713 M.Jinda 19330801 SJ •ûŠá “§–¾ ‰”•M  
130 - 62 Design of Kisogawa-Bashi for Gifu-ken Final Influence Diagram of middle chords K.Inaba 19330713 M.Jinda 19330801 SJ •ûŠá “§–¾ ‰”•M  
131 - 63 Design of Kisogawa-Bashi for Gifu-ken Final Influence Diagram of Diagonals K.Inaba 19330713 M.Jinda 19330801 SJ •ûŠá “§–¾ ‰”•M  
132 - 64 Design of Kisogawa-Bashi for Gifu-ken Final Influence Diagram of Vertical members K.Inaba 19330714 M.Jinda 19330801 SJ •ûŠá “§–¾ ‰”•M  
133 - 65 Design of Kisogawa-Bashi for Gifu-ken Final Influence line of stress in Tie K.Inaba 19330714 M.Jinda 19330801 SJ •ûŠá “§–¾ ‰”•M  
134 - 66 Design of Kisogawa-Bashi for Gifu-ken Dead Load and Live Load stresses of Truss members K.Inaba 19330714 M.Jinda 19330802 SJ •ûŠá “§–¾ ‰”•M  
135 - 67 Design of Kisogawa-Bashi for Gifu-ken Dead Load and Live Load stresses of Truss members (‘±) K.Inaba 19330714 M.Jinda 19330802 SJ •ûŠá “§–¾ ‰”•M  
136 - 68 Design of Kisogawa-Bashi for Gifu-ken Stress Diagram K.Inaba 19330714 M.Jinda 19330802 SJ •ûŠá “§–¾ ‰”•M  
137 - 69 Design of Kisogawa-Bashi for Gifu-ken Sections of truss members K.Inaba 19330714 M.Jinda 19330804 SJ •ûŠá “§–¾ ‰”•M  
138 - 70 Design of Kisogawa-Bashi for Gifu-ken Approximate weight of main truss,
Approximate weight of structural steel in one span
K.Inaba 19330715 M.Jinda 19330804 SJ •ûŠá “§–¾ ‰”•M  
139 - 71 Design of Kisogawa-Bashi for Gifu-ken Deflection of Main truss at center of span K.Inaba 19330715 M.Jinda 19330804 SJ •ûŠá “§–¾ ‰”•M  
140 - 72 Design of Kisogawa-Bashi for Gifu-ken Deflection increments due to parts of Dead Load K.Inaba 19330715 M.Jinda 19330804 SJ •ûŠá “§–¾ ‰”•M  
141 - 73 Design of Kisogawa-Bashi for Gifu-ken Design of Portal Bracing K.Inaba 19330807 M.Jinda 19330811 SJ •ûŠá “§–¾ ‰”•M  
142 - 74 Design of Kisogawa-Bashi for Gifu-ken Design of Portal Bracing (‘±) K.Inaba 19330807 M.Jinda 19330811 SJ •ûŠá “§–¾ ‰”•M  
143 - 75 Design of Kisogawa-Bashi for Gifu-ken Design of Portal Bracing (‘±) K.Inaba 19330807 M.Jinda 19330812 SJ •ûŠá “§–¾ ‰”•M  
144 - - º˜a”ª”N”ªŒŽ@
‘“¹EæÇ†ü@Šò•ŒŒ§–Ø‘]ì‹´Þ—¿’²‘@iã•”HŽ–j
•\ކ - - - - SJ •ûŠá “§–¾ ƒyƒ“  
145 M 1 Materials of Kisogawa Bashi for Gifu-ken Main truss M.Jinda 19330813 H.K 19330817 SJ •ûŠá “§–¾ ‰”•M  
146 M 2 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330813 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
147 M 3 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330813 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
148 M 4 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330813 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
149 M 5 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330813 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
150 M 6 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330813 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
151 M 7 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330814 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
152 M 8 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330814 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
153 M 9 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330814 H.K 19330818 SJ •ûŠá “§–¾ ‰”•M  
154 M 10 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330814 H.K 19330819 SJ •ûŠá “§–¾ ‰”•M  
155 M 11 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330814 H.K 19330819 SJ •ûŠá “§–¾ ‰”•M  
156 M 12 Materials of Kisogawa Bashi for Gifu-ken Main truss (‘±) M.Jinda 19330816 H.K 19330821 SJ •ûŠá “§–¾ ‰”•M  
157 M 13 Materials of Kisogawa Bashi for Gifu-ken Portal Bracing, Sway Bracing M.Jinda 19330814 H.K 19330819 SJ •ûŠá “§–¾ ‰”•M  
158 M 14 Materials of Kisogawa Bashi for Gifu-ken Sway Bracing (‘±) M.Jinda 19330814 H.K 19330819 SJ •ûŠá “§–¾ ‰”•M  
159 M 15 Materials of Kisogawa Bashi for Gifu-ken Strut M.Jinda 19330814 H.K 19330819 SJ •ûŠá “§–¾ ‰”•M  
160 M 16 Materials of Kisogawa Bashi for Gifu-ken Stringers K.Inaba 19330814 H.K 19330817 SJ •ûŠá “§–¾ ‰”•M  
161 M 17 Materials of Kisogawa Bashi for Gifu-ken Floor Beams K.Inaba 19330814 H.K 19330817 SJ •ûŠá “§–¾ ‰”•M  
162 M 18 Materials of Kisogawa Bashi for Gifu-ken Bottom lateral bracings, Top lateral bracings K.Inaba 19330814 H.K 19330817 SJ •ûŠá “§–¾ ‰”•M  
163 M 19 Materials of Kisogawa Bashi for Gifu-ken Rivet head for one span M.Jinda 19330823 K.S 19330824 SJ •ûŠá “§–¾ ‰”•M  
164 M 20 Materials of Kisogawa Bashi for Gifu-ken Roller shoe, Expansion Joint M.Jinda 19330821 H.K 19330823 SJ •ûŠá “§–¾ ‰”•M  
165 M 21 Materials of Kisogawa Bashi for Gifu-ken Expansion Joint (‘±) M.Jinda 19330821 H.K 19330823 SJ •ûŠá “§–¾ ‰”•M  
166 M 22 Materials of Kisogawa Bashi for Gifu-ken Summary of structural steel in one span M.Jinda 19330823 - - SJ •ûŠá “§–¾ ‰”•M  
167 M 23 Materials of Kisogawa Bashi for Gifu-ken Deck construction K.Inaba 19330813 H.K 19330817 SJ •ûŠá “§–¾ ‰”•M  
168 M 24 Materials of Kisogawa Bashi for Gifu-ken Deck construction (‘±) K.Inaba 19330813 - - SJ •ûŠá “§–¾ ‰”•M  
169 M 25 Materials of Kisogawa Bashi for Gifu-ken Handrail K.Inaba 19330822 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
170 M 26 Materials of Kisogawa Bashi for Gifu-ken Handrail (‘±) K.Inaba 19330823 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
171 M 27 Materials of Kisogawa Bashi for Gifu-ken Handrail (‘±) K.Inaba 19330823 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
172 M 28 Materials of Kisogawa Bashi for Gifu-ken Handrail (‘±) K.Inaba 19330823 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
173 M 29 Materials of Kisogawa Bashi for Gifu-ken Light pedestal and handrail on wing K.Inaba 19330821 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
174 M 30 Materials of Kisogawa Bashi for Gifu-ken Ornamental bronze K.Inaba 19330822 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
175 M 31 Materials of Kisogawa Bashi for Gifu-ken Electric lighting K.Inaba 19330822 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M  
176 M 32 Materials of Kisogawa Bashi for Gifu-ken Electric lighting (‘±) K.Inaba 19330822 M.Jinda 19330824 SJ •ûŠá “§–¾ ‰”•M