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- たつや やたけ
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1
2
3 16 6
4
5 START 1 Out Ok 1,2 Ok END Out 3 1 1/ H L2-1 L2-2 H H9.10
6 PHC SC N/mm 2 24N/mm 2 30N/mm
7 24N 8cm 25(20)mm kg/m 3 330kg/m 3 18N 8cm 40mm 55
8
9 SD345 SY295 SY390 SYW295 SYW390 H SS400 SKK400 SKK p80,81 p3 23.0kN/m kN/m p kN/m p82 20kN/m 3 11kN/m 3 19kN/m 3 10kN/m p kN/m p t/m kN/m 3
10 Ec(N/mm 2 ) ck=24n/mm 2 Es(N/mm 2 ) p157, p79 n=es/ec= p p80,81 kgf/cm 2 N/mm 2 ( ck )
11 9 10 p p
12 3 2 1/3 2/ p p383,395 I mm 15mm D 4m 15 4 p p2-4-1
13
14 q=10kn/m 2 q=5kn/m 2 0kN/m kN/m 2
15 P A K A X K A q P P K P X K P q PA KA X 2 P A 0 c K A K A q P p K p X 2 c K p K p q cos K A 2 2 sin sin cos cos 1 cos cos 2 K p cos 2 cos cos 1 2 sin cos sin cos 2 0 sin 0 P A P kn/m 3 X kn/m 2 X kn/m 2 K A K P X C q P A P P m m kn/m p p
16
17 14 3 p65 68
18 14 3 p65 68
19 14 3 p65 68
20 p p43 /3 0 /2 /3 0 k hg h 1 h 1 h 2 h w 2 h q 2 q k hg k hg w h 1 h 2 q kn/m 3 kn/m 3 kn/m 3 (m) (m) kn/m 2 k hg k hg k h1g k h2g 24 2 p16
21 Ph = w h Ph h kn/m 2 w h kn/m 3 (m) 9 10 p kN/m kN/m 3 1 HWL 3 LWL 2 HWL 3 LWL 9 10 p130 HWL LWL HWL LWL
22 HWL LWL LWL HWL HWL HWL Westergaard p d 7 8 w k hs H h pd kn/m 2 w kn/m 3 khs H h m m 24 2 p
23 U px h 2 h l l lx dl W o Upx kn/m 2 Wo kn/m 3 h h2 h1 m 1 m lx m dl m h2 m 9 10 p
24 2.6 ICE m ICE2002 W=2.94kN/m p
25 W=0.98kN/m p p77 1K 1/K / /
26 tan CB 2 3 CB=0 tan 0.6 CB=0 tan 0.6 CB=0 CB=C CkN/ 24 3 p tan
27 3.2.3 (5)
28 m 1.0m HHWL
29 () ( ) L HHWL 1 2
30 1m
31 1.0m 1.0m 1.0m km 1.0m 1 JR
32
33 R=15m 20km/h R 15m
34 3.5.2 LWL
35 HWL LWL 3.4
36 3m 12 2 p m p410 3m 4.0m 21 2
37
38 p m H=3 15m kh H H H H 1 3.0
39 1.0m 1.0m
40 m 3m 3.5m 2
41 t=19.0kn/m 3 =30 C=0kN/m
42 L T m 1m
43 24 2 ( ) p107 kh 24 2 p19 k h F (k ) Sd h F Sd (k h ) c l (W u b) W sin cos K h Kh W W sin (y / r) tan c tf/m 2 W tf l m b m u tf/m 2 K h y m r m p p
44 2 =19.0kN/m 3 C=1.0kN/m 2 =30 =19.0kN/m 3 C=10.0kN/m 2 =25 =20.0kN/m 3 C=1.0kN/m 2 =35
45 90 10cm cm 10cm 21 4 p112 U=80% 24 8 p % 12 3 p17 10cm 24 8 p cm 30cm
46 S C S C e 1 0 e1 H e 0 S C Cc log 1 e 0 10 p 0 p 0 p H S C m v p H S c (m) e 0 p 0 e e log p 1 C c H (m) p 0 p p 0 (kn/m 2 ) p (kn/m 2 ) m v (m 2 / kn) 24 8 p ( )p107
47 10 9 1/3 C (L e l)/ H L1 L 2 / 3 l / H C L e L 1 L 2 l H m m m 0 m m C L1 L1 1 L1 2 L1 3 L1 4 L2 L2 1 L2 2 L p p3-33
48 24 2
49 p107,
50
51 3.10.5
52
53
54 24 3 p297 p (12) 2.94kN/m 2 300kgf/cm (6)
55 W=0.98kN/m (7)
56 (1) (2)
57 m 20kN/m 2 FL FL x(m) R R R FL 1/ /6 0 1/3 1/ /3 1/3 2/3 1/3 1/3 FL 2/ /3 1/3 1 2/ /3 1 2/3 2/3 FL / p
58 9 10 1/
59 ( ) 2002 ( )
60
61
62 ALID FLIP L2-1 L % 24 2
63 24 2 p4
64 14 2
65 14 2
66 p333 5%
67 / / L2-1 L1 14 1/10 L1 14 1/10 L / /10
68 p1
69 9 10 u F sd C l W u o b Wsin u b cos tan c tf/m 2 W tf l m b m u tf/m 2 o u tf/m 2 y m 9 10 p p5
70 r u u/ ' v FL 1 7 FL 1 F 1 L FL r v u kgf/cm p13 u p16
71 9 10 p18
72 9 10 p23
73 16 6 m
74 m 1.0m 1.0m 1.0m 1.0m m
75 1.0m 1.0m 3.0m 0.20m (p3-48) A 3m B 15 4 p1-2-10
76 25 p m 1.0m 1.0m 3.0m 0.20m 16 6 (p3-48) 1.0m
77
78 16 6 p3-48 1m 1m 16 6 p3-48
79 3.11.9
80 3.11.1
81 Chang L1 Chang 24 2 W=2.0 1/
82 p10 14 L p10 14 ALID ALID FLIP ALID ALID FLIP L2-1 L )
83
84 50cm 2t 16 6 p cm
85
86 500mm 2.0t/ Φ16mm 500mm 0.05m 3 /m 2 500mm 0.03m 3 /m 2 KD 500mm
87 Φ16mm
88
89
90
91
92 50cm 5m 10m 5m 23 50cm No.1 1 5m 10m 5m VU 100
93
94
95 1m 1m 16 6 p p p3-59
96 300mm 300mm mm 300mm
97
98 24 2 p m 0.5m 24 2 p11,12
99 3m m 5m m 7m m cm 15 4 p cm
100 50m 24 3 p cm 15 4 p1-2-28
101 10m 5m L=600mm SUS 19 ctc500mm 15 20mm 90 KDKS N/mm SRIS g/cm 3 20mm 90 KDKS N/mm JIS K JIS K 6301 JIS 10sec 0.3g/cm 3 CC300 7 CC
102 m m 10m 10m 5m L=600mm SUS 19 ctc500mm
103 D19 L=1.0m 50cm 16 6 p3-35
104 m 50cm
105 2.0m 200m 1 100m 0.2m 0.3m 16 6 p m 1.5m p1366
106
107 p W 1.5m R=1.5W R=2.5W 100 R=4.0W W 2.5m W =4.0m
108 1.0m W 1.5m i 10% 2.5m W i 3% i 6%
109
110 P77 78 P 20 1 p60 1.1m 20 1 p62 SUS P
111
112 p p85
113 24 3 1) L1 L1 HWL
114
115 60cm 30cm p200
116
NETES No.CG V
1 2006 6 NETES No.CG-050001-V 2007 5 2 1 2 1 19 5 1 2 19 8 2 i 1 1 1.1 1 1.2 2 1.3 2 2 3 2.1 3 2.2 8 3 9 3.1 9 3.2 10 3.3 13 3.3.1 13 3.3.2 14 3.3.3 14 3.3.4 16 3.3.5 17 3.3.6 18 3.3.7 21 3.3.8 22 3.4
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.m 5m :.45.4m.m 3.m.6m (N/mm ).8.6 σ.4 h.m. h.68m h(m) b.35m θ4..5.5.5 -. σ ta.n/mm c 3kN/m 3 w 9.8kN/m 3 -.4 ck 6N/mm -.6 σ -.8 3 () :. 4 5 3.75m :. 7.m :. 874mm 4 865mm mm/ :. 7.m 4.m 4.m 6 7 4. 3.5
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1 1 1.1 1.1.1 1.1 ( ) ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) ( ) ( ) ( ) 2 1 1.1.2 (1) 1.1 1.1 3 (2) 1.2 4 1 (3) 1.3 ( ) ( ) (4) 1.1 5 (5) ( ) 1.4 6 1 (6) 1.5 (7) ( ) (8) 1.1 7 1.1.3
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) ( ( ) 3 15m t / 1.9 3 m t / 0.64 3 m ( ) ( ) 3 15m 3 1.9m / t 0.64m 3 / t ) ( β1 β 2 β 3 y ( ) = αx1 X 2 X 3 ( ) ) ( ( ) 3 15m t / 1.9 3 m 3 90m t / 0.64 3 m ( ) : r : ) 30 ( 10 0.0164
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GeoFem 1 1.1 1 1.2 1 1.3 1 2 2.1 2 2.2 3 2.3 FEM 5 (1) 5 (2) 5 (3) 6 2.4 GeoFem 7 2.5 FEM 16 2.6 19 2.7 26 3.1 33 3.2 35 3.3 GeoFem 36 3.4 48 3.5 49 A A1 A2 A3 A4 A5 A6 A7 GeoFem GeoFem CRS GeoFem GeoFem
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65 8. K 8 8 7 8 K 6 7 8 K 6 M Q σ (6.4) M O ρ dθ D N d N 1 P Q B C (1 + ε)d M N N h 2 h 1 ( ) B (+) M 8.1: σ = E ρ (E, 1/ρ ) (8.1) 66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3)
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20 3 Copyright (2007) by P.W.R.I. All rights reserved. No part of this book may be reproduced by any means, nor transmitted, nor translated into a machine language without the written permission of the
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1 2 3 LCC LCC LCC 1 (1) (2)LCM (3) (4) (5) (6)LCC (7) 2 - - - - 3 1. 1 2. 4 2.1 4 2.2 5 2.3 6 3. 8 3.1 8 3.2 9 4. LCM 11 4.1 LCM 11 4.2 LCM 12 4.3 15 4.4 23 4.5 43 5. LCM 50 5.1 50 5.2 LCM 50 5.3 LCC
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1 () 2 2 4 3 6,500 4 5 2 6 A B A B A B A B - A B 7 8 A B A B A B 9 JR JR 10 11 6 5 12 17 6 13 14 B A A B A B A B 2 1 8 15 8 16 17 9 18 3 4 5 mm mm 19 2 20 3 6 7 11 12 13 14 18 4 3 2 1 21 3 12 13 14 16
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12 1 2 3 4 5 6 1.2 AFRP (3.4.1)(3.4.3) ht M = 1.2M By0 M Ty0 h A n MBy0 h B AF p = 1000 = t AF AAF b 7 / 8 AF B M σ AFb h (tf m) (m) M T y0 (tf m) h T (m) M (tf m) AAF AFRPcm 2 σafb AFRPkgf/cm 2 σ AFb
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003.10.3 003.10.8 Y 1 0031016 B4(4 3 B4,1 M 0 C,Q 0. M,Q 1.- MQ 003/10/16 10/8 Girder BeamColumn Foundation SlabWall Girder BeamColumn Foundation SlabWall 1.-1 5mm 0 kn/m 3 0.05m=0.5 kn/m 60mm 18 kn/m
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11 10 12 8.9% 4.4% 2005 9.2% 5.0% 2006 6.5% 4.5% 2007 1.0% 2.7% 2008 1.9% 2.0% 2009 7.3% 3.6% 5.1% 4.5% 2.6% 3.6% 2012 2011 2010 2004 H22.3.27 2011 3 10 2010 9 10 2 128 60 191041 100 100 2011 JR km 89
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4 1 1 1 1968 8 3 1970 4 1 1967 3 8 1968 5 27 1970 11 10 5 1971 1971 1 13 3 3 1 18 3 2 3 3 3 3 1972 4 28 3 3 5 2 2 4 6 29 4 5 3 1973 9 18 10 5 5 10 17 11 13 5 2 1980 12 5 1/3 3 3 4 1982 1984 3 27 10 12
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4 4. 4.. 5 5 0 A P P P X X X X +45 45 0 45 60 70 X 60 X 0 P P 4 4 θ X θ P θ 4. 0, 405 P 0 X 405 X P 4. () 60 () 45 () 40 (4) 765 (5) 40 B 60 0 P 0 0 + 60 = 90, 0 + 60 = 750 0 + 60 ( ) = 0 90 750 0 90 0
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11 2 m 1530cm 1112 20 0.074mm 10 0.4mm 10 50mm 30 CBR JIS 5015 4 CBR [] JIS1211 92 95 JIS1210 JIS 1205 18 JIS 5015 10kgfcm 10 kgfcm CBR 10 18 CBR CBR JIS A 12051206 30kgfcm 18 10 10kgfcm 40mm 45 0.4mm
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FRP 1 12 15 + FRP (1) 8,00010,000cm 2 / g 49 (2) 50% (3) FRP 2 (4) FRP FRP FRP FRP FRP FRP (1) 12 15 3 50 C NM 255kgm 3 WC55%sa47%8cm 417kgm 3 C M FS 0 FS A A FS B B SS FS- FS- SS- 25 34 29 36 N/mm 2 45
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1 16 10 5 1 2 2.1 a a a 1 1 1 2.2 h h l L h L = l cot h (1) (1) L l L l l = L tan h (2) (2) L l 2 l 3 h 2.3 a h a h (a, h) 4 2 3 4 2 5 2.4 x y (x,y) l a x = l cot h cos a, (3) y = l cot h sin a (4) h a
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