‘“c~ŽŠÖŒWŽ‘—¿@ÝŒvŒvŽZ‘
27. –Ø‘]ì‹´ (PDF/57.2MB)
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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 | |