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- しょうこ はにうだ
- 5 years ago
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1 22112
2 Ss Ss 1
3 Ss S S BC 2
4 S1/2 S 1 1 3
5 S2/2 S 2 2 4
6 Ss Ss 1 1 Ss Ss 5
7 JEAG JEAG JEAG JSME S NC12005 JEAG
8 NO NO YES YES 7
9 Ss Ss A1 A2 Ss Ss 8
10 B1 Ss 9
11 Ss/ Ss/ Ss Ss [m] 0.05 SsSs 1.2
12 YES NO NO NO YES YES 11
13 NSEW 12
14 13
15 1 JEAG
16 NSEW 15
17 16
18 EW [] []
19 1/3 2 EW EW
20 2/3 5 EW EW
21 3/
22
![13.998 13.998 13.998 10.720 8.251 6.143 3.043-0.731 T.P [m] 10.720 8.251 6.143 3.043-0.731-3.826-6.437 T.P [m] 10.720 8.251 6.143-8.650-8.](/docs-images/94/118528735/images/23-0.jpg "650 0 5 10 15 20 25 30 0 2 4 6 8 10 (EW)[m/s 2 ] (EW)[ 10 3 kn] 13.998 13.998 3.043-0.731-3.826-6.437-3.826-6.437 10.720 8.251 6.143 10.720 8.251 6.143-8.650 T.P [m] 3.043 T.P [m] 3.043-0.731-0.731-3.826-3.")
23 T.P [m] T.P [m] (EW)[m/s 2 ] (EW)[ 10 3 kn] T.P [m] T.P [m] (EW)[ 10 4 kn] [ 10 3 kn] Ss-15 22
24
25 T.P [m] (EW)[m/s 2 ] T.P [m] (EW)[ 10 3 kn] T.P [m] T.P [m] (EW)[ 10 4 kn] [10 4 kn] Ss-15 24
26
27 T.P [m] T.P [m] (EW) [m/s 2 ] (EW)[ 10 4 kn] T.P [m] T.P [m] (EW)[ 10 3 kn] [10 3 kn] Ss-15 26
28 JEAG % 27
29 NS/EW1/ (T.P 18.00m) Ss [s] (T.P 32.50m) 1 (T.P 5.30m) [s] [s] 28
30 NS/EW2/2 15 (T.P 5.92m) Ss [s] (T.P m) (T.P -8.65m) [s] [s] 29
31 1/ (T.P 18.00m) Ss [s] (T.P 32.50m) 1 (T.P 5.30m) [s] [s] 30
32 2/ (T.P 5.92m) [s] Ss (T.P m) 20 (T.P -8.65m) [s] [s] 31
33 JEAG ()
34 1 Ss 14 Ss 10-4 /10-5 / JEAG / 10-7 / Sd Ss / Sd-10.5Ss-1 Ss-5 Sd-1 [cm/s] [cm] [s] [cm/s 2 ] Ss 14 33
![2 [cm] [cm/s 2 ] SdSs 0.](/docs-images/94/118528735/images/35-0.jpg "5 Sd 10-3 /10-4 / Sd 10-7 /10-8 /")
35 2 [cm] [cm/s 2 ] SdSs 0.5 Sd 10-3 /10-4 / Sd 10-7 /10-8 / [cm/s] [s] Sd 14 34
36 3 Sd 1 1Sd Sd 2 Sd Ss 10-7 JEAG S 1 S 2 SdSs 35
37 36
38 1 BS 13m 5m 37
39 38
40 2 FEM SRSSNSUDEWUD Ss-1 39
41 [s] MPa MPa
42 m 3m 41
43 2 h F V M F M F=C H mg M=Fh V=1+C V mg C H C V m g h 42
44 3 V M σ A Z F τ A A Z σ 2 3τ 2 MPa MPa
45 m 2 m 1 m 44
46 45
47 2 46
48 3 1 F kn kn - 47
49 4 MPa MPa
50 m 6m 49
51 2 M V H [kn] [kn] [knm]
52 51 3 Roark t r t τ σ σ σ a ts A H A V τ tl 2 2 l ts a M b β σ MPa MPa MPa MPa σ1 σ3 σ3 σ2 σ2 σ1 MAX σ 2 4τ ) σ (σ ) σ (σ σ,σ 2 t 2 t t σ r σ ts β b a b/a A M H V
53 1 A A 4 10 m 1.8 m AA B 0.8 m B BB 52
54 2 M S1 M S3 M S2 2e M S3 Q Q d 2 d 1 F 32 F (F 31 +F 32 +F 33 +F 34 ) F F 34 M S3 Q e 21 d 1,d 2 F 31,F 32,F 33,F 34 53
55 3 d 2 d 1 2e M S3 F 32 F (F 31 +F 32 +F 33 +F 34 ) F F 34 MPa 151 MPa 202 d2 2 F31 d2 e 2 d d d F F F F e(f F F F ) M F32 d1 e 2 31 F Ab σb 31 i S3 0 F 31 M F33 d1 e 2 S3 1 2 F34 d2 e 2 b i3 d2 e d d 4 e 1 Ab 2 54
56 1 55 M m V H 55
57 2 = 6 56
58 3 σ σ l V A M Z 2 2 (σ σ ) (σ σ ) 4τ t t t σ,σ σ V H M A Z σ σ t σ r τ t 3 σ r σ MAX σ1 σ2 σ2 σ3 σ3 σ1 τ tl [N] [N] [Nmm] [mm 2 ] [MPa] [MPa] [MPa] [MPa] H A σ σ t σ r σ t MPa 131 σ r MPa
59 Ss JEAG C/A 58
60 59
61 21MPa 475MPa 10MPa 142MPa 57MPa 306MPa 34820N N N N 26MPa 306MPa 20MPa 298MPa
62 C/A 61
63 C/A 186MPa 207MPa 13680N N 31MPa 207MPa 62
64 63
65 148MPa 289MPa 121MPa 1 205MPa 1.13G G G G G G G G G G SRSS
66 0.22G G G G G 2 2.0G G G 4 5.1mm 9.59mm 1.48G G G G SRSS
67 66 1/16 B N MPa B1 B1 B N3 N1 N4 RPV MPa 1 P8P9 A1 A2 B1
68 67 2/ MPa MPa 1
69 68 3/ B B MPa B1 B MPa
70 69 4/ MPa MPa 1 kn/6.7
71 70 5/16A A A MPa A2 A2 A LPRM MPa
72 71 6/ A MPa A2 A2 A MPa
73 72 7/ MPa A MPa
74 8/16 1 MPa MPa A X X-105A SsSd mm 2 /m 73
75 74 9/ A MPa A MPa
76 75 10/16 A A A MPa MPa
77 76 11/ A C/A A C/A A C/A A C/A MPa MPa 1 Sd mm
78 77 12/ A A A A A MPa MPa
79 78 13/16 A A A A A MPa MPa
80 79 14/16 490kN 414kN kN 44kN kN 3kN kN 7kN kN 7kN kN 199kN kN 134kN MPa MPa
81 80 15/16 182kN 111kN kN 110kN kN 7kN kN 74kN kN 87kN kN 54kN MPa MPa
82 81 16/ kN 2kN kN 33kN kN 19kN kN 91kN MPa MPa
83 1 () 82
84 T.P m mm mm Ss 83
85 3 mm 29.6 mm
86 Ss 85
87 1 1 86
88 2 87
89 3 40mm90% %S 3.5 mm 88
90 89 1/ G 1 G G= m/s G 3
91 90 2/ C/A C/A G 1 G C/A 1 G= m/s G 3
92 91 3/ A RHR B J A B G 1 G D/W CUWRPV 1 G= m/s 2 2
93 4/5 G 1 G 1 2 RHRB HPCS LPCS FPCRHR B FCS B SGTS G= m/s 2 92
94 93 5/ HPIW EEIWA RHIWA MSLCB CRD G 1 G RHIW(A) HPIW RIW 1 G= m/s 2 2
95 1Ss Ss 94
96 95
97 1 KK-6 W
98
99 3 KK-6 W Hz20Hz
100 4 KK-6 W % % 99
101 1 KK-6/7 W JEAG U () 4 U 4 U U4 () JEAG
102 2 KK-6/7 W A300A500A 3mm1.0% 3mm 3mm 200A 300A 500A 101
103 3 KK-6/7 W U U U 102
104 KK-6/7 W % 2.0% 2.0% 2.0% 1.5% 103
105 1 KK-6/7 W mm 1m 104
106 % 2.0% 5mm2.0% 5% 2.0% KK-6/7 W25-1-1
107 1 KK-6/7 W () (5Hz20Hz) 106
108 % 1.5% 2.0% 0.4mm2.0% 1.5% 3% 2.0% KK-6/7 W25-1-1
109 KK-6/7 W D( A S) ASSHNA MIN2.4Sm2/3S U 2/3S U + ASS HNA + D( A S) MIN3Sm2S 108
110 1 KK-6/7 W JEAG a 1.0G 1.0G b 6.0G c 6.0G 109
111 2 KK-6/7 W a 1.8G b 10.0G c 6.0G 110
112 3 KK-6/7 W (G 2 ) (G 2 ) () 1.4() 1.0 RCIC 1JEAG G= (m/s 2 )
113 4 KK-6/7 W (G 2 ) (G 2 ) ( ) 3 ( ) 1JEAG G= (m/s 2 )
114 113
115 1 Ss 溢 溢 溢 溢 560 m m m 3.6 m 7.9 m 4.5 m 114
116 2 溢 3 溢 5 溢
117 3 溢 溢 溢 溢 116
118 1 Ss 40m 9m 240mm 460mm 117
119 2 FEM
120 3 Ss (mm) 132 (mm) Ss-1Ss-5 137mm 119
1
1 2 B 3 4 5 6 10 Ss 1.5 G 7 1G 1G 1G 1G 1G G 8 2 9 10 11 12 SSs Sd Ss LOCA AS Sd AS Sd 13 14 15 16 SsSd Ss Sd X Y X Y 1 IC16 2 IC16 SsSd Ss Sd X Y X Y 1 IC16 2 IC16 17 18 19 20 21 22 AB F 23 D 24 1.2~1.3
取扱説明書 ［F-12C］
F-12C 11.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 a bc b c d d a 15 a b cd e a b c d e 16 17 18 de a b 19 c d 20 a b a b c a d e k l m e b c d f g h i j p q r c d e f g h i j n o s 21 k l m n o p q r s a X
19 () -1- 11 12 17 18 6 ()( ) ( ) () () 17 7 ()( ) 18 () -2- 4610 21-3- ( 20 15 4 ) -4- () -5- () () () -6- ( ) -7- cm/s 5cm7.5cm 10cm. 1 ( qc) 400 200-8- 20 ( 46 300 ) 27 252 19 1 252 22 () 1.6.2()
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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
(1) (kn/m 3 )
1 1 1.1 1.1.1 (1) 1.1 1.2 1.1 (kn/m 3 ) 77 71 24.5 23 21 8.0 22.5 2 1 1.2 N/m 2 2 m 3 m 2000 2200 2500 3000 (2) 1 A B B 1.3 1.5 1.1 T cm 1.1 3 1.3 L m L 4 L > 4 1.0 L 32 + 7 8 1.2 T 4 1 2 5.0 kn/m 2 3.
PowerPoint プレゼンテーション
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
I II III IV V
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(1.2) T D = 0 T = D = 30 kn 1.2 (1.4) 2F W = 0 F = W/2 = 300 kn/2 = 150 kn 1.3 (1.9) R = W 1 + W 2 = = 1100 N. (1.9) W 2 b W 1 a = 0
1 1 1.1 1.) T D = T = D = kn 1. 1.4) F W = F = W/ = kn/ = 15 kn 1. 1.9) R = W 1 + W = 6 + 5 = 11 N. 1.9) W b W 1 a = a = W /W 1 )b = 5/6) = 5 cm 1.4 AB AC P 1, P x, y x, y y x 1.4.) P sin 6 + P 1 sin 45
土木工事共通仕様書（その２）
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9118 154 B-1 B-3 B- 5cm 3cm 5cm 3m18m5.4m.5m.66m1.3m 1.13m 1.134m 1.35m.665m 5 , 4 13 7 56 M 1586.1.18 7.77.9 599.5.8 7 1596.9.5 7.57.75 684.11.9 8.5 165..3 7.9 87.8.11 6.57. 166.6.16 7.57.6 856 6.6.5
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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13 50 15 6.0 0.25 220 23 92 960 16 16 3.9 3.9 12.8 83.3 7 10 1150 90 1035 1981 1850 4700 4700 15 15 1150 1150 10 12 31 1.5 3.7%(224 ) 1.0 1.5 25.4%(1522 ) 0.7 30.6 1835 ) 0.7 1.0 40.3 (2421 ) 7.3
140 120 100 80 60 40 20 0 115 107 102 99 95 97 95 97 98 100 64 72 37 60 50 53 50 36 32 18 H18 H19 H20 H21 H22 H23 H24 H25 H26 H27 1 100 () 80 60 40 20 0 1 19 16 10 11 6 8 9 5 10 35 76 83 73 68 46 44 H11
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koji07-01.dvi
2007 I II III 1, 2, 3, 4, 5, 6, 7 5 10 19 (!) 1938 70 21? 1 1 2 1 2 2 1! 4, 5 1? 50 1 2 1 1 2 2 1?? 2 1 1, 2 1, 2 1, 2, 3,... 3 1, 2 1, 3? 2 1 3 1 2 1 1, 2 2, 3? 2 1 3 2 3 2 k,l m, n k,l m, n kn > ml...?
福岡大学人文論叢47-3
679 pp. 1 680 2 681 pp. 3 682 4 683 5 684 pp. 6 685 7 686 8 687 9 688 pp. b 10 689 11 690 12 691 13 692 pp. 14 693 15 694 a b 16 695 a b 17 696 a 18 697 B 19 698 A B B B A B B A A 20 699 pp. 21 700 pp.
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0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2
24 11 10 24 12 10 30 1 0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2 23% 29% 71% 67% 6% 4% n=1525 n=1137 6% +6% -4% -2% 21% 30% 5% 35% 6% 6% 11% 40% 37% 36 172 166 371 213 226 177 54 382 704 216
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2010824 1 2 1031 5251020 101 3 0.04 % 2010.8.18 0.05 % 1 0.06 % 5 0.12 % 3 0.14 % 2010.8.16 5 0.42 % 2010.7.15 25 5 0.42 % 0.426% 2010.6.29 5 0.496 % 2010.8.12 4 0.85 % 2010.8.6 10 0.900 % 2010.8.18 2.340
橡博論表紙.PDF
Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction 2003 3 Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction
3-1. 1) 1-1) =10.92m =18.20m m 2 6,480 3, =30 30kN/m 2 Z=0.9
3-1. 3-2. 3-3. 3-1. 1) 1-1) =10.92m =18.20m 198.74m 2 6,480 3,800 4.5 =30 30kN/m 2 Z=0.9 1-2) G1 G2 G3 G4 1-3) G1 G2 H3 1-4) t = 12 2.5 2) 2-1) No ( ) 1 120 120 2 120 120 3 120 180 360 4 120 150 210 5
17 18 2
17 18 2 18 2 8 17 4 1 8 1 2 16 16 4 1 17 3 31 16 2 1 2 3 17 6 16 18 1 11 4 1 5 21 26 2 6 37 43 11 58 69 5 252 28 3 1 1 3 1 3 2 3 3 4 4 4 5 5 6 5 2 6 1 6 2 16 28 3 29 3 30 30 1 30 2 32 3 36 4 38 5 43 6
取扱説明書 -詳細版- 液晶プロジェクター CP-AW3019WNJ
B A C D E F K I M L J H G N O Q P Y CB/PB CR/PR COMPONENT VIDEO OUT RS-232C LAN RS-232C LAN LAN BE EF 03 06 00 2A D3 01 00 00 60 00 00 BE EF 03 06 00 BA D2 01 00 00 60 01 00 BE EF 03 06 00 19 D3 02 00
, 1. x 2 1 = (x 1)(x + 1) x 3 1 = (x 1)(x 2 + x + 1). a 2 b 2 = (a b)(a + b) a 3 b 3 = (a b)(a 2 + ab + b 2 ) 2 2, 2.. x a b b 2. b {( 2 a } b )2 1 =
x n 1 1.,,.,. 2..... 4 = 2 2 12 = 2 2 3 6 = 2 3 14 = 2 7 8 = 2 2 2 15 = 3 5 9 = 3 3 16 = 2 2 2 2 10 = 2 5 18 = 2 3 3 2, 3, 5, 7, 11, 13, 17, 19.,, 2,.,.,.,?.,,. 1 , 1. x 2 1 = (x 1)(x + 1) x 3 1 = (x 1)(x
1
GL (a) (b) Ph l P N P h l l Ph Ph Ph Ph l l l l P Ph l P N h l P l .9 αl B βlt D E. 5.5 L r..8 e g s e,e l l W l s l g W W s g l l W W e s g e s g r e l ( s ) l ( l s ) r e l ( s ) l ( l s ) e R e r
76 3 B m n AB P m n AP : PB = m : n A P B P AB m : n m < n n AB Q Q m A B AQ : QB = m : n (m n) m > n m n Q AB m : n A B Q P AB Q AB 3. 3 A(1) B(3) C(
3 3.1 3.1.1 1 1 A P a 1 a P a P P(a) a P(a) a P(a) a a 0 a = a a < 0 a = a a < b a > b A a b a B b B b a b A a 3.1 A() B(5) AB = 5 = 3 A(3) B(1) AB = 3 1 = A(a) B(b) AB AB = b a 3.1 (1) A(6) B(1) () A(
あさひ indd
2006. 0. 2 2006. 0. 4 30 8 70 2 65 65 40 65 62 300 2006. 0. 3 7 702 22 7 62802 7 385 50 7 385 50 8 385 50 0 2 390 526 4 2006. 0. 0 0 0 62 55 57 68 0 80 5000 24600 37200 0 70 267000 500000 600 2 70 70 267000
1.500 m X Y m m m m m m m m m m m m N/ N/ ( ) qa N/ N/ 2 2
1.500 m X Y 0.200 m 0.200 m 0.200 m 0.200 m 0.200 m 0.000 m 1.200 m m 0.150 m 0.150 m m m 2 24.5 N/ 3 18.0 N/ 3 30.0 0.60 ( ) qa 50.79 N/ 2 0.0 N/ 2 20.000 20.000 15.000 15.000 X(m) Y(m) (kn/m 2 ) 10.000
29 4 ... 1... 1... 1... 2... 3... 4.... 4... 4... 7... 8... 8... 8... 8...12...14...14...14...16...18...18...19...21... 42...42...42....42....46....49...51....51....51... 52...52...52...53 I. I. I. I.
取扱説明書 [F-08D]
![取扱説明書 [F-08D]](/thumbs/48/23832237.jpg "取扱説明書 [F-08D]")
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 a bc d a b c d 17 a b cd e a b c d e 18 19 20 21 22 a c b d 23 24 a b c a b c d e f g a b j k l m n o p q r s t u v h i c d e w 25 d e f g h i j k l m n o p q r s
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B p p B pp M p T p M p Tp T pt T p T p T p p Tp T T p T p T pt p Tp p p p p p p p p T p p T T M M p p p p p p T p p p T T p T B T T p T T p T p T T T p T p p T p Tp T p p Tp T p T Tp T T p T p T p T p
（１）基礎の設計に関する基本事項
(1) qa 50kN/m 2 qa 13 1113 1 (2) (3) (2) 50 qa 100kN/m 2 13 1113 1 (3) qa 100kN/m 2 qa 120kN/m 2 (1) qa 300kN/m 2 qa 13 1113 1 (2) (2) qa 300 kn/m 2 qa 1000kN/m 2 38 3 50 30 3 /10m 42 1 13 1113 5 6 30
(1) θ a = 5(cm) θ c = 4(cm) b = 3(cm) (2) ABC A A BC AD 10cm BC B D C 99 (1) A B 10m O AOB 37 sin 37 = cos 37 = tan 37
4. 98 () θ a = 5(cm) θ c = 4(cm) b = (cm) () D 0cm 0 60 D 99 () 0m O O 7 sin 7 = 0.60 cos 7 = 0.799 tan 7 = 0.754 () xkm km R km 00 () θ cos θ = sin θ = () θ sin θ = 4 tan θ = () 0 < x < 90 tan x = 4 sin
取扱説明書 ［F-05E］
F-05E 12.11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 a b 22 c d e 23 24 a o c d a b p q b o r s e f h i j k l m g f n a b c d e f g h 25 i j k l m n o p q r s a X b SD 26 27 28 X 29 a b c
07.報文_及川ら-二校目.indd
8 01 01 4 4 1 5 16 18 6 006 H 18 4 011 H 6 4 1 5 1 5 007 H 19 5 009 1 5 006 007 009 011 9 10 4 000 H 1 4 5 004 H 16 4 004 009 H 1 5 4 4 5 1 4 006 011 1 1 4m 5m 10m 007 1 7 009 009 1 5 10 1 000kg 10a 006
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38 39 2 3 11 360 14 15 3 6 7 8 9 14 9 11 3 10 6 20 20 30 20 20 30 40 40 30 JIS() 40 (SI) 5060 50 40 54 12 WTO/TBT () JIS ISO() 9 3 14 12 2 15 () 14 10 138 139 JWWA Q 100 2005 1 10 100 14 20 3 31 JWWA 1
柏崎刈羽原子力発電所 1 号機 新潟県中越沖地震後の設備健全性に係る屋外重要土木構造物の点検 評価状況について 平成 21 年 5 月 19 日 東京電力株式会社
柏崎刈羽原子力発電所 1 号機 新潟県中越沖地震後の設備健全性に係る屋外重要土木構造物の点検 評価状況について 平成 21 年 5 月 19 日 東京電力株式会社 191106 2 19 11 9 - - - - - - - - - - - - - - - - - - - - - - (1) (2) (3) (1) (2) NO YES YES NO NO YES 1 - (1) (2) (3)
s s U s L e A = P A l l + dl dε = dl l l
P (ε) A o B s= P A s B o Y l o s Y l e = l l 0.% o 0. s e s B 1 s (e) s Y s s U s L e A = P A l l + dl dε = dl l l ε = dε = l dl o + l lo l = log l o + l =log(1+ e) l o Β F Α E YA C Ο D ε YF B YA A YA
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19 19 1 1.. 3. 5cm 10cm 5 10cm :(Binder course Base course ) 5 10cm 5cm 5 0cm 10 0cm base course subbase course 1m 3 4 (Boussinesq Boussinesq, 1885), 1885) 1 ( ) θ π π σ 5 5/ 3 cos 3 3 z Q z r z Q z =
Taro11-aマニュアル.jtd
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