( -13) [ ] [ ] ( -14) A Simple Method to Predict Ultra-low Cycle Fatigue Failure of Metal Structures S.C.Siriwardane[Ehime Univ.] Mitao Ohga[Ehime Uni
|
|
|
- すずり ももき
- 7 years ago
- Views:
Transcription
1 1 A101 9:00 10:30 [ ] ( -1) [ ( )] [ ] ( -2) [ ] [ ] [ ] ( -3) [ ] [ ] ( -4) [ ] [ ] ( -5) [ ] [ ( )] [ ] [ ] ( -6) [ ] [ ] ( -7) Comparative Study on Condition Estimation of Masonry Arch Bridges P.K. Kamal Karunananda[Ehime Univ.] Mitao Ohga[Ehime Univ.] Tatsumasa Kaita[Ehime Univ.] 1 A101 10:40 12:10 [ ] ( -8) An Accurate Technique for Crack Propagation Simulation using SBFEM Santosh Shrestha[Ehime Univ.] Mitao Ohga[Ehime Univ.] Daisuke Kuwayama[Ehime Univ.] Tatsumasa Kaita[Ehime Univ.] ( -9) Remaining Fatigue Life Assessment of a Riveted Bridge Connection A.M.N.D Adasooriya[Ehime Univ.] Mitao Ohga[Ehime Univ.] Tatsumasa Kaita[Ehime Univ.] ( -10) [ ( )] [ ] ( -11) [ ] [ ] ( -12) [ ] [ ] - 1 -
![] 1 A101 10:40 12:10 [ ] ( -8) An Accurate Technique for Crack Propagation Simulation using SBFEM Santosh Shrestha[Ehime Univ.] Mitao Ohga[Ehime Univ.](/docs-images/43/23119398/images/page_1.jpg "] Daisuke Kuwayama[Ehime Univ.] Tatsumasa Kaita[Ehime Univ.] ( -9) Remaining Fatigue Life Assessment of a Riveted Bridge Connection A.M.N.D Adasooriya[Ehime Univ.")
2 ( -13) [ ] [ ] ( -14) A Simple Method to Predict Ultra-low Cycle Fatigue Failure of Metal Structures S.C.Siriwardane[Ehime Univ.] Mitao Ohga[Ehime Univ.] Tatsumasa Kaita[Ehime Univ.] 1 A101 15:10 16:40 [ ] ( -15) [ ( )] [ ] [ ] [ ( )] ( -16) [ ( )] [ ] [ ] [ ] ( -17) 19 [ ] [ ] [ ] ( -18) 19 [ ] [ ] [ ] [ ] ( -19) [( ) ] [ ] ( -20) [ ] [ ] 2 A104 9:00 10:30 [ ] ( -21) MEMS [ ( )] [ ] [ ] [ ] ( -22) (EFIT) [ ( )] ( -23) [ ] ( -24) [( ) ] [( ) ] - 2 -
![] 1 A101 15:10 16:40 [ ] ( -15) [ ( )] [ ] [ ] [ ( )] ( -16) [ ( )] [ ] [ ] [ ] ( -17) 19 [ ] [ ] [ ] ( -18) 19 [](/docs-images/43/23119398/images/page_2.jpg "] [ ] [ ] [ ] ( -19) [( ) ] [ ] ( -20) [ ] [ ] 2 A104 9:00 10:30 [ ] ( -21) MEMS [ ( )] [ ] [ ] [ ] ( -22) (EFIT)")
3 ( -25) [ ( )] [ ] [ ( )] [ ( )] ( -26) [ ( )] [ ( )] 2 A104 10:40 12:10 [ ] ( -27) 2007 [ ] [ ( )] ( -28) 2007 [ ] [ ( )] ( -29) 1 [ ( )] [ ( )] [ ( )] [ ( )] ( -30) RC [ ( )] [ ] [ ( )] [ ( )] ( -31) [ ] [ ] [ ] [ ] [ ] [ ] ( -32) [ ] [ ] [ ] [ ] [ ] [ ] ( -33) [ ] [ ( )] 2 A104 15:10 16:40 [ ] ( -34) [ ] [ ( )] - 3 -
![)] ( -30) RC [ ( )] [ ] [ ( )] [ ( )] ( -31) [ ] [ ] [ ] [ ] [ ] [ ] ( -32) [ ]](/docs-images/43/23119398/images/page_3.jpg "[ ] [ ] [ ] [ ] [ ] ( -33) [ ] [ ( )] 2 A104 15:10 16:40 [ ] ( -34) [ ] [ ( )]")
4 ( -35) [ ( )] [ ( )] [ ( )] [ ( )] ( -36) [ ( )] [ ( )] [ ( )] [ ( )] ( -37) [ ] [ ] [ ] [ ] ( -38) [ ] [ ] [ ] [ ] [ ] ( -39) [ ] [ ] [ ] ( -40) [ ( )] [ ( )] ( -41) 2001 RC [ ( )] [ ] [ ] - 4 -
![] [ ] [ ] [ ] [ ] ( -39) [ ] [ ] [ ] ( -40) 2006 6](/docs-images/43/23119398/images/page_4.jpg "12 [ ( )] [ ( )] ( -41) 2001 RC [ ( )] [ ] [ ] - 4")
5 8 B104 9:00 10:30 [ ] ( -1) 50 [ ] [ ] [ ] ( -2) [ ] [ ( )] [ ( )] ( -3) [ ( )] [ ( )] [( ) ] ( -4) AN ARTIFICIAL NEURAL NETWORK MODEL FOR MULTI-STEP-AHEAD PREDICTION OF DAILY GROUNDWATER LEVELS Camilo Allyson Simoes de Farias[Ehime Univ.] Yu Akita[Ehime Univi.] Masahiro Kagawa[Ehime Univi.] Koichi Suzuki[Ehime Univi.] ( -5) [ ] [ ] ( -6) (2) [ ( )] [ ] 8 B104 10:40 12:10 [ ] ( -7) LSPIV [ ( )] [ ] [ ] ( -8) 2007 [ ( )] [ ( )] [ ( )] [ ] ( -9) [ ] [ ] [ ] [ ] ( -10) [ ( )] [ ( )] [ ( )] [ ( )] ( -11) [ ( )] ( -12) [ ] [( ) ] [ ( )] [ ] [ ( )] - 5 -
![] Masahiro Kagawa[Ehime Univi.] Koichi Suzuki[Ehime Univi.](/docs-images/43/23119398/images/page_5.jpg "] ( -5) [ ] [ ] ( -6) (2) [ ( )] [ ] 8 B104 10:40 12:10 [ ] ( -7) LSPIV [ ( )] [ ] [ ] ( -8) 2007 [ ( )] [ ( )] [ ( )] [ ] ( -9) [ ] [ ] [")
6 8 B104 15:10 16:40 [ ] ( -13) [ ( )] [ ( )] ( -14) [( ) ] [ ( )] [ ( )] [ ] ( -15) MOUSE [ ( )] [ ( )] ( -16) [ ( )] [ ( )] [ ( )] [ ( )] ( -17) [ ( )] [ ( )] ( -18) [ ] [ ( )] [ ( )] [ ( )] 9 B106 15:10 16:40 [ ] ( -19) [ ( )] [ ( )] [ ( )] [ ( )] ( -20) ADCP [( ) ] [ ] [( ) ] [ ] ( -21) [ ( )] [ ( )] [ ( )] [ ( )] ( -22) [ ( )] ( -23) [ ( )] [ ( )] [ ( )] [ ( )] - 6 -
![( )] 9 B106 15:10 16:40 [ ] ( -19) [ ( )] [ ( )] [ ( )] [ ( )] ( -20) ADCP [( ) ] [ ] [( ) ]](/docs-images/43/23119398/images/page_6.jpg "[ ] ( -21) [ ( )] [ ( )] [ ( )] [ ( )] ( -22) [ ( )] ( -23) [ ( )] [ ( )] [ ( )] [ ( )] - 6")
7 ( -24) [ ] [ ( )] - 7 -
8 3 A106 9:00 10:40 [ ] ( -1) [ ] [ ] ( -2) [ ( )] [ ( )] [ ( )] ( -3) [ ] [ ] [ ( )] [ ( )] ( -4) [ ] [ ] [ ( )] [ ( )] ( -5) [ ] [ ] [ ( )] ( -6) [ ( )] [ ( )] ( -7) [ ( )] [ ( )] [ ] [ ] 3 A106 10:40 12:10 [ ] ( -8) [ ] [ ] ( -9) - [ ( )] [ ( )] ( -10) Study on Dispersion of Jacking Force Measured through Press-in Process [( ) ] [( ) ] [( ) ] [ ] ( -11) [( ) ] [( ) ] [( ) ] [( ) ] [ ] - 8 -
![10:40 12:10 [ ] ( -8) [ ] [ ] ( -9) - [ ( )] [ ( )] ( -10) Study on Dispersion of Jacking Force](/docs-images/43/23119398/images/page_8.jpg "Measured through Press-in Process [( ) ] [( ) ] [( ) ] [ ] ( -11) [( ) ] [( ) ] [( ) ] [( ) ] [ ]")
9 ( -12) [( ) ] [( ) ] [( ) ] [( ) ] [ ] ( -13) [( ) ] [( ) ] [ ] [ ] ( -14) [ ( )] [ ] [ ] 3 A106 15:10 16:40 [ ] ( -15) [ ] ( -16) [ ( )] [ ( )] [ ( )] ( -17) [ ( )] [ ( )] N. P. Bhandary[ ( )] ( -18) [ ( )] [ ( )] [ ( )] [ ] ( -19) [ ] [ ( )] [ ( )] ( -20) [ ] [ ] ( -21) FEM [JR ] [ ] [( ) ] [( ) ] 6 A113 9:00 10:40 [ ] ( -22) [ ( )] - 9 -
![)] N. P.](/docs-images/43/23119398/images/page_9.jpg "Bhandary[ ( )] ( -18) [ ( )] [ ( )] [ ( )] [ ] ( -19) [ ] [ ( )] [ ( )] ( -20) [ ] [")
10 ( -23) [ ] ( -24) [ ( )] [ ( )] [( ) ] ( -25) [ ( )] ( -26) [ ( )] [ ] [ ( )] ( -27) [ ( )] [ ] [ ] [ ] [ ] ( -28) [ ] [ ] [ ( )] ( -29) [ ] [ ] [ ] [ ( )] 4 A107 15:10 16:40 [ ] ( -30) GIS [ ] [ ( )] Netra P. Bhandary[ ( )] Pantha Bhoj Raj[ ( )] ( -31) SH [ ] [( ) ] [( ) ] ( -32) [ ( )] [ ( )] ( -33) [ ( )] ( -34) [ ] [ ( )] [ ] [ ] ( -35) [ ] [ ( )] [ ( )]
![-30) GIS [ ] [ ( )] Netra P.](/docs-images/43/23119398/images/page_10.jpg "Bhandary[ ( )] Pantha Bhoj Raj[ ( )] ( -31) SH [ ] [( ) ] [( ) ] ( -32) [ ( )] [ ( )] (")
11 7 B101 9:00 10:30 [ ] ( -1) [ ( )] [ ( )] ( -2) [ ( )] [ ( )] ( -3) [ ] [( ) ] [( ) ] [ ] ( -4) [ ( )] [ ( )] [ ( )] [ ( )] [ ( )] [ ( )] ( -5) [ ] [ ( )] [ ] ( -6) [ ] [ ] [ ( )] [ ] ( -7) [( ) ] [ ( )] [ ( )] [ ] [ ( )] [ ( )] ( -8) [ ( )] [ ] [ ( )] [ ( )] 7 B101 10:40 12:10 [ ] ( -9) [ ] [ ( )] [ ( )] [ ] ( -10) [ ( )] [ ( )] [ ( )] ( -11) [ ( )] [ ( )]
![( -7) [( ) ] [ ( )] [ ( )] [ ] [ ( )] [ ( )] ( -8) [ ( )] [ ] [ ( )] [ ( )] 7 B101 10:40](/docs-images/43/23119398/images/page_11.jpg "12:10 [ ] ( -9) [ ] [ ( )] [ ( )] [ ] ( -10) [ ( )] [ ( )] [ ( )] ( -11) [ ( )] [ ( )] - 11")
12 ( -12) [ ] [ ] ( -13) [ ( )] ( -14) [ ( )] ( -15) [ ( )] [ ( )] 7 B101 15:10 16:40 [ ] ( -16) QOL [ ] [ ] [ ] ( -17) [ ( )] ( -18) [ ] [ ] ( -19) [ ] [ ] ( -20) PI [ ] [ ( )] [ ] ( -21) [ ] [ ] [ ] ( -22) ( -23) [ ] [ ( )]
![-17) [ ( )] ( -18) [ ] [ ] ( -19) [ ] [ ] ( -20) PI [ ] [](/docs-images/43/23119398/images/page_12.jpg "( )] [ ] ( -21) [ ] [ ] [ ] ( -22) ( -23) [ ] [ ( )] - 12")
13 5 A109 9:00 10:30 [ ] ( -1) PS [ ] [ ] [ ] [ ] ( -2) [ ] [ ] [ ] [ ] ( -3) [ ] [ ] ( -4) SP [ ] [ ] ( -5) [ ] [ ] [ ] [ ] ( -6) [ ( )] [ ] [ ] [ ] ( -7) [ ] [ ] [ ] [ ] 5 A109 10:40 12:10 [ ] ( -8) [ ( )] [ ] [ ] ( -9) [ ( )] [ ] [ ( )] ( -10) [ ] [ ] [ ] [ ] ( -11) [ ] [ ] [ ] [ ]
![[ ] ( -7) [ ] [ ] [ ] [ ] 5 A109 10:40 12:10 [ ] ( -8) [ ( )] [ ] [ ] (](/docs-images/43/23119398/images/page_13.jpg "-9) [ ( )] [ ] [ ( )] ( -10) [ ] [ ] [ ] [ ] ( -11) [ ] [ ] [ ] [ ] - 13")
14 ( -12) ASR [ ] [ ] ( -13) [ ] [ ] ( -14) HPFRCC [ ] 5 A109 15:10 16:40 [ ] ( -15) [ ] [ ] [ ] [ ] ( -16) [ ] [ ] [ ] ( -17) [ ] [ ] [ ( )] [ ] ( -18) [ ] [ ] [ ] [ ] ( -19) FA 2 [ ] [ ] [ ] [ ] ( -20) BOX [ ] [ ] ( -21) [ ( )] [ ] [ ] [ ] ( -22) [ ] NHAR HENG[ ] [ ] [ ]
![( )] [ ] ( -18) [ ] [ ] [ ] [ ] ( -19) FA 2 [ ] [ ] [ ] [ ] ( -20)](/docs-images/43/23119398/images/page_14.jpg "BOX [ ] [ ] ( -21) [ ( )] [ ] [ ] [ ] ( -22) [ ] NHAR HENG[ ] [ ] [ ]")
15 4 A107 9:00 10:30 [ ] ( -23) RC [ ] [ ] [ ] [ ] ( -24) RC [ ] [ ] [ ] [ ] ( -25) [ ( )] [ ] [ ] [ ] ( -26) [ ( )] [ ] [ ] [ ] ( -27) [ ( )] [ ] [ ] [ ] ( -28) [ ( )] [ ] [ ] [ ] 4 A107 10:40 12:10 [ ] ( -29) RPC [ ( )] [ ] [ ( )] ( -30) [ ] ( -31) RC [ ] [ ] ( -32) [ ] [ ] ( -33) [ ] [ ] [ ] ( -34) [ ] [ ] ( -35) [ ] [ ] [ ]
![[ ] [ ] [ ] 4 A107 10:40 12:10 [ ] ( -29) RPC [ ( )] [ ] [ ( )] ( -30) [ ] ( -31)](/docs-images/43/23119398/images/page_15.jpg "RC [ ] [ ] ( -32) [ ] [ ] ( -33) [ ] [ ] [ ] ( -34) [ ] [ ] ( -35) [ ] [ ] [ ] - 15")
16 6 A113 10:40 12:10 [ ] ( -1) [ ( )] [NSD ] [ ( )] [ ( )] ( -2) [ ( )] [ ( )] [ ( )] [[ ( )] ( -3) [( ) ] [( ) ] [ ( )] ( -4) [ ( )] [ ( )] ( -5) [ ] [ ] [ ] 6 A113 15:10 16:40 [ ] ( -6) 88 [ ] [ ] ( -7) Life quality [ ] [ ] ( -8) [ ] [ ] ( -9) [ ( )] ( -10) [ ] [ ] [ ] [ ] ( -11) [ ]
![[ ] [ ] [ ] 6 A113 15:10 16:40 [ ] ( -6) 88 [ ] [ ] ( -7) Life quality [](/docs-images/43/23119398/images/page_16.jpg "] [ ] ( -8) [ ] [ ] ( -9) [ ( )] ( -10) [ ] [ ] [ ] [ ] ( -11) [ ] - 16")
17 9 B106 9:00 10:30 [ ] ( -1) [ ] [ ] [ ( )] ( -2) [ ] [ ] [ ] [ ] ( -3) 1,4- [ ] [ ] [ ] [ ] ( -4) [ ( )] [ ( )] [ ( )] [ ( )] [ ( )] [ ] [ ( )] ( -5) [ ( )] [ ] [ ] ( -6) [( ) ] [( ) ] [( ) ] [( ) ] ( -7) [ ( )] [ ( )] [ ( )] [ ] [ ] 9 B106 10:40 12:10 [ ] ( -8) [ ( )] [ ] [ ] [ ] [ ]
![( -5) [ ( )] [ ] [ ] ( -6) [( ) ] [( ) ] [( ) ] [( ) ] ( -7) [ ( )] [ (](/docs-images/43/23119398/images/page_17.jpg ")] [ ( )] [ ] [ ] 9 B106 10:40 12:10 [ ] ( -8) [ ( )] [ ] [ ] [ ] [ ] -")
18 ( -9) [ ( )] [ ( )] [ ( )] [ ( )] ( -10) 29 [ ( )] ( -11) [ ( )] [ ( )] [ ( )] [ ( )] ( -12) [ ( )] ( -13) [ ( )] ( -14) [( ) ] [ ( )] [( ) ] [ ( )] [ ( )] 10 B107 9:00 10:30 [ ] ( -15) [ ] [ ] [ ] [ ] ( -16) [ ( )] [( ) ] [ ( )] [( ) ] [ ( )] ( -17) [ ( )] [ ] [ ( )] [ ( )] ( -18) [ ( )] [ ] [ ( )]
![)] 10 B107 9:00 10:30 [ ] ( -15) [ ] [ ] [ ] [ ] ( -16) [ ( )] [( ) ] [ ( )]](/docs-images/43/23119398/images/page_18.jpg "[( ) ] [ ( )] ( -17) [ ( )] [ ] [ ( )] [ ( )] ( -18) [ ( )] [ ] [ ( )] - 18")
19 ( -19) LED [ ] [ ] ( -20) LED [ ] [ ] ( -21) [ ( )] [ ( )] [ ( )] [( ) ] [ ( )] [( ) ] [ ( )] 10 B107 10:40 12:10 [ ] ( -22) [ ( )] [ ( )] [ ( )] [( ) ] [ ( )] [ ( )] [ ] [ ( )] ( -23) [ ] [ ] ( -24) [ ] [ ] ( -25) 3 [ ( )] [ ( )] ( -26) [ ( )] [ ( )] ( -27) ( ) [( ) ] [ ( )] [( ) ] ( -28) [ ( )] [ ( )]
![( )] [ ( )] [ ] [ ( )] ( -23) [ ] [ ] ( -24) [ ] [ ] ( -25) 3 [ ( )] [ ( )] (](/docs-images/43/23119398/images/page_19.jpg "-26) [ ( )] [ ( )] ( -27) ( ) [( ) ] [ ( )] [( ) ] ( -28) [ ( )] [ ( )] - 19")
20 10 B107 15:10 16:40 [ ] ( -29) [ ] [ ] [ ] [ ] ( -30) 2 [ ( )] [ ( )] ( -31) [( ) ] [ ( )] [ ( )] [ ( )] [( ) ] [ ( )] [ ( )] ( -32) [ ] [ ( )] [ ( )] [( ) ] ( -33) [( ) ] [ ( )] [ ( )] [( ) ] [ ( )] [ ( )] [ ( )] ( -34) [( ) ] [ ] [ ] [ ]
![( )] ( -32) [ ] [ ( )] [ ( )] [( ) ] ( -33) [( ) ] [ ( )] [ (](/docs-images/43/23119398/images/page_20.jpg ")] [( ) ] [ ( )] [ ( )] [ ( )] ( -34) [( ) ] [ ] [ ] [ ] - 20")
h1_h4.ai
01 02 03 04 05 PS RC RC CSR CSR CSR 10 11 14 15 400 350 300 250 200 150 100 50 0 2011/12 2012/02 2012/04 2012/06 2012/08 2012/10 2012/12 2013/02 2013/04 2013/06 2013/08 2013/10 2013/12 2014/02 2014/04
06_H27プログラム座長のみ_冊子用rrr
I (1) 9:00 10:20 ( 1 ) 3201 [ ] (I-1) Aisyah Binti Zabri[ ],, (I-2), (I-3),, (I-4),,, (I-5) [ ], [ ],, [ ] (I-6) 1 [ ],,, (I-7) MEMS,, (I-8),,, [ ] I (2) 10:40 12:00 ( 2 ) 3201 [ ] (I-9) 3D-PIV [ ], [
() () () 200,000 160,000 120,000 80,000 40,000 3.3 144,688 43,867 3.1 162,624 52,254 170,934 171,246 172,183 3 2.8 2.6 57,805 61,108 65,035 3.5 3 2.5 2 1.5 1 0.5 0 0 2 7 12 17 22 10.1 12.7 17 22.3 73.4
2
1 2 17 1884 2 131 1 1..He lived to serve 2 2 2 2 14,416 104,000 1 QOL Quality of Life 2 21 2013 25 21 3 4 5 QOL 6 QOL QOL 59 1 60 7 QOL QOL 8 2,774 2015 27 5 7 241 2015 27 5 8 12 2015 3 7 58 1,030 113
PowerPoint プレゼンテーション
0 1 2 3 4 5 6 1964 1978 7 0.0015+0.013 8 1 π 2 2 2 1 2 2 ( r 1 + r3 ) + π ( r2 + r3 ) 2 = +1,2100 9 10 11 1.9m 3 0.64m 3 12 13 14 15 16 17 () 0.095% 0.019% 1.29% (0.348%) 0.024% 0.0048% 0.32% (0.0864%)
橡program
Wavelet 2001 2000 10 11 12 13 JA 14MITMD 15 16AMD 17 18 3 19 3 20 21 1 22 RC 23 24 RC 25 26 27 28 29 30 () 31 32 33 34 () () 35 () () 36Reduced Stiffness Buckling Strength Analysis of Axially Loaded Cylindrical
Microsoft Word - ランチョンプレゼンテーション詳細.doc
PS1-1-1 PS1-1-2 PS1-1-3 PS1-1-4 PS1-1-5 PS1-1-6 PS1-1-7 PS1-1-8 PS1-1-9 1 25 12:4514:18 25 12:4513:15 B PS1-1-10 PS1-2-1 PS1-2-2 PS1-2-3 PS1-2-4 PS1-2-5 PS1-2-6 25 13:1513:36 B PS1-2-7 PS1-3-1 PS1-3-2
194621 22 50.06 53.96 90.00 28 87.14 85.00 80.00 75.00 70.00 22 53.96 28 80.75 65.00 60.00 55.00 22 50.06 50.00 Quality of Life !! 281026 281026 -6,500-5,500-4,500-3,500-2,500-1,500-500 500 1,500 2,500-6,401-1,281-3,565-2,154-2,265-2,027-1,869-1,657
O157 6/23 7/4 6 25 1000 117,050 6 14:00~15:30 1 2 22 22 14:30~15:30 8 12 1 5 20 6 20 10 11 30 9 10 6 1 30 6 6 0 30 6 19 0 3 27 6 20 0 50 1 2 6 4 61 1 6 5 1 2 1 2 6 19 6 4 15 6 1 6 30 6 24 30 59
13 21 13 3 10 2010 5 6 20 32 10 10 3 JR 14 3 1 8 2 15 6 ( ) 135 1 8 2 15 135 5 135 1 8 2 15 5 JR 135 1 8 2 15 JR 1 135 1 8 2 15 JR 135 135 135 JR 135 1 8 2 15 135 1 8
untitled
2015 2004 6 22 (1) 2 3 4 50 550 2 80 10 3 100 10 165 50 1,000 2223 2 6,800 8,400 5001,000 23 () 5 1 1 02 04 5,400 3 46 80 90 70 7090 610 02 18.2 05 22.6 1120 3,000 30 5 90 15 90 22.8 1015 80 90 1120
広報えちぜん12月号_4校.indd
24 7,140,000 24 3,129,000 24 20,685,000 24 9,292,500 24 8,925,000 24 13,492,500 24 NO. 5,670,000 24 4,470,900 24 8,494,500 24 2,341,500 24 4,021,500 Jr. [ ] 128 1214 845 855 1345 1355 2015 2025 121 127
2 3 4 5 6 7 8 ( ) 9 10 11 12 13 14 S JR 16 22 23 24 25 27 29 30 31 32 33 34 35 36 37 38 39 40 41 JR JR 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72
report_c.ai
39 182646163205 40 41 42 43 44 45 46 47 48 49 ( 50 1 2 1 P.4 2 P.5 51 50 20 52 3 4 3 P.4 4 P.5 53 JR 10 54 5 6 5 P.4 6 P.5 55 20 20 510 26 46 56 26 57 ( 510 58 26 59 ( 40 = 510 60 26 26 61 ( ( ( ) 10 62
untitled
230 1985 17 2002 2006 8 2007 9 2010 3 1 2 6,000 3 2007 9 2008 7 2009 7 10 2008 7 2009 7 2009 10 1 2004 4 6 3 2005 77 Medical polis 4 21 2006 3 2004 9 15 2004 2005 2006 2 4 3 1 2 1 60 8 108 100 100 1 100
Fig. 4. Configuration of fatigue test specimen. Table I. Mechanical property of test materials. Table II. Full scale fatigue test conditions and test
(J. Soc. Mat. Sci., Japan), Vol. 52, No. 11, pp. 1351-1356, Nov. 2003 Fatigue Life Prediction of Coiled Tubing by Takanori KATO*, Miyuki YAMAMOTO*, Isao SAWAGUCHI** and Tetsuo YONEZAWA*** Coiled tubings,
非線形長波モデルと流体粒子法による津波シミュレータの開発 I_ m ρ v p h g a b a 2h b r ab a b Fang W r ab h 5 Wendland 1995 q= r ab /h a d W r ab h
土木学会論文集 B2( 海岸工学 ) Vol. 70, No. 2, 2014, I_016-I_020 非線形長波モデルと流体粒子法による津波シミュレータの開発 Development of a Tsunami Simulator Integrating the Smoothed-Particle Hydrodynamics Method and the Nonlinear Shallow Water
105†^Ÿ_Ł¶†^åM“è‡Ù‡©.pwd
et al et al et al et al et al et al et al et al et al et al et al 43 44 45 46 47 48 49 50 51 52 53 54 J. Hydrol J. Hydrol J. Hydrol J. Hydrol Isotope Techniques in Groundwater Hydrology J. Hydrol J. Hydrol
080 vol.128 No :00 10: AE 2 10:35 12: A Study on Stress occurri
079 JABS vol.128 No.1642 2013.03 201283 3 6 99:00 5-26- 20 115123 CD-ROM 1 2,500 1. PC PC 10PC 3 714:00 17:30 150 2,5003,000 JSCA2,500 2,000 2. 3 816:00 18:00 40 500 3. 3 718:00 19:30 2,000 1,000 4. 3
PageScope Box Operator Ver. 3.2 Box Operator !. - - 2! - - 2 - 2 - - - - - - - - - - - - - 2 2-2 2-2 - - - 1 2 3 4 2 - 2 - - - - - - - - - - 2 - - - - - - - - - 2 0 - - 2 0 - - 2 0 - -
一般総括-表-HP.PDF
2. (1) 7 5051 56 52, 55 53 54 10 5960 6165 57636466, 5762 10 676873 697274 7071 7576 1 63 6 125146147 ( ) 18 148 143 144 15 116122 117118138139 142 119 136 120 121126 135 141 145 13 123 124 149 150 151
1..FEM FEM 3. 4.
008 stress behavior at the joint of stringer to cross beam of the steel railway bridge 1115117 1..FEM FEM 3. 4. ABSTRACT 1. BackgroundPurpose The occurrence of fatigue crack is reported in the joint of
The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Sh
The Evaluation on Impact Strength of Structural Elements by Means of Drop Weight Test Elastic Response and Elastic Limit by Hiroshi Maenaka, Member Shigeru Kitamura, Member Masaaki Sakuma Genya Aoki, Member
90 120.0 80 70 72.8 75.1 76.7 78.6 80.1 80.1 79.6 78.5 76.8 74.8 72.4 69.5 95.6% 66.4 100.0 60 80.0 50 40 60.0 30 48.3% 38.0% 40.0 20 10 10.4% 20.0 0 S60 H2 H7 H12 H17 H22 H27 H32 H37 H42 H47 H52 H57 0.0
橡最終原稿.PDF
GIS Simulation analysis of disseminate of disaster information using GIS * ** *** Toshitaka KATADAJunsaku ASADA and Noriyuki KUWASAWA GIS GIS AbstractWe have developed the simulation model expressing the
231 331 812 230 350 500 100 30 50 100 150 580291954 500100 50175 500 15700 80 200 391964 224 1990 521977 1997 232 51 391964 225 25 26 27 28 29 30 233 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 234 46
電子部品はんだ接合部の熱疲労寿命解析
43 Evaluation for Thermal Fatigue Life of Solder Joints in Electronic Components Haruhiko Yamada, Kazuyoshi Ogawa 2 63Sn- 37Pb 95Pb-5Sn Si Cu Si 63Sn-37Pb Since automotive electronic components are used
42 1 2 3 1975 50 1995 8,919 2010 22 8,077 2000 12 2010 22 3,086 2010 22 2.62 2010 22 3,724 4,353 53.9 2010 22 15 12.5 15 64 57.3 65 30.2 65 1985 60 15.0 1990 17.6 1995 21.0 2000 12 24.5 2005 17 27.0 4
知能科学：ニューラルネットワーク
2 3 4 (Neural Network) (Deep Learning) (Deep Learning) ( x x = ax + b x x x ? x x x w σ b = σ(wx + b) x w b w b .2.8.6 σ(x) = + e x.4.2 -.2 - -5 5 x w x2 w2 σ x3 w3 b = σ(w x + w 2 x 2 + w 3 x 3 + b) x,
知能科学：ニューラルネットワーク
2 3 4 (Neural Network) (Deep Learning) (Deep Learning) ( x x = ax + b x x x ? x x x w σ b = σ(wx + b) x w b w b .2.8.6 σ(x) = + e x.4.2 -.2 - -5 5 x w x2 w2 σ x3 w3 b = σ(w x + w 2 x 2 + w 3 x 3 + b) x,
広報とうおん10月号.indd
2 3 4 5 6 7 8 9 10 11 12 Camera Sketch 13 14 15 16 Tel.964-4408 Tel.964-4409 17 Tel.966-2080 Tel.990-1130 18 Tel.964-4415 19 Tel.964-1500 20 21 22 B O X Information 23 Information Box 24 25 Information
A Study about the Oscillation of the Water Pistons of the Fluidyne Heat Machine ( A Study about the Oscillation of the Water Pistons of the Fluidyne Heat Machine (II) For the teaching materials of the
untitled
METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM METAL FORM 01 METAL FORM METAL FORM 02 03 METAL FORM 04 METAL FORM METAL FORM METAL
3 ( 9 ) ( 13 ) ( ) 4 ( ) (3379 ) ( ) 2 ( ) 5 33 ( 3 ) ( ) 6 10 () 7 ( 4 ) ( ) ( ) 8 3() 2 ( ) 9 81
1 ( 1 8 ) 2 ( 9 23 ) 3 ( 24 32 ) 4 ( 33 35 ) 1 9 3 28 3 () 1 (25201 ) 421 5 ()45 (25338 )(2540 )(1230 ) (89 ) () 2 () 3 ( ) 2 ( 1 ) 3 ( 2 ) 4 3 ( 9 ) ( 13 ) ( ) 4 ( 43100 ) (3379 ) ( ) 2 ( ) 5 33 ( 3 )
感覚系における人工臓器 ─人工網膜
人工臓器 最近の進歩 Hiroyuki KANDA, Takashi FUJIKADO 1. はじめに 2. 視覚のなり立ち 図 1 10 著者連絡先 565-0871 2-2 E-mail. kanda@sensory.med.osaka-u.ac.jp 1 3. 視覚障害 Quality of Life QOL 2 1 1 12 18 1 25.5 2 21.0 3 8.8 1) 1 51 New
I Jpn Prosthodont Soc 47: 779-786, 2003 A Study of Masticatory Ability in the Elderly A Comparison between Dentulous Subjects and Denture - Wearers- Nakashima Mihoko, Okimoto Kimie, Matsuo Koichi and Terada
untitled
1907(40) 100 100 21 1 1 21 21 21 21 21 1891(M24) 1920(T9)1 2 1932(S7) 1947(S22) 1968(S43)12 2001(H13) 1955(S30) 1 24 9 7 22 43 13 2 100 6 200300t 1896M29 3876 1536 1 15 1907(M7) 11 6 1898(M31) 5 6 2 1912(M45)
untitled
(1) (a) (b) (c) (d) (e) 14 (2) 14 (a) (b) 1) 2) 3) (c) 1) 2) 3) (d) 1) 2) 3) (e) (f) (g) (3) 15 (1) (a) (b) (c) 1995 1) 2 1 2 (d) 1) 2) GIS GIS 3) 4) 5) (e) 14 (2) 14 (a) 1) 2) 3) (b) 1) GIS 2) EMPR 2)
1 P2 P P3P4 P5P8 P9P10 P11 P12
1 P2 P14 2 3 4 5 1 P3P4 P5P8 P9P10 P11 P12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 & 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1! 3 2 3! 4 4 3 5 6 I 7 8 P7 P7I P5 9 P5! 10 4!! 11 5 03-5220-8520
3 4 3 2 4 1 4 2 4 2 1 3 1 1 4 1 1 16,000 14,000 12,000 W) S) RC) CB 10,000 8,000 6,000 4,000 2,000 0 12,000 11,500 11,000 10,500 10,000 9,500 9,000 550 540 530 520 510 500 490 480 470 460 450 2008 2009
<8EAD8E99938781408C9A90DD2E786C73>
(1) ()(1) (1) ()(1) () ()(1) ()(26-5) ()(26-6) ()(2) () (27-1) (27-2) (27-3) (27-1) (27-1) (27-2) 24 1 1.25 1 2 24 1 (2.8)S 1F 370 (1.2) (1.25 ) 1F 202 3,, 24 1 24 1 13 (,) (2.8)S 1F 370 (1.25 )RC 1F 320
第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test * ** ** *** **** Kazuhiko Minaku
第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test ************ Kazuhiko Minakuchi, Tadashi Abe, Tetsukazu Kida, Satoshi Tanaka and Yuuki
Microsoft Word - ②（添付資料）家庭の夏期節電実態調査の結果について
CO 2 1. 2012 CO 2 CO 2 CO 2 2. 2012 9 28 10 1 8,241 CO 2 3. (1) 2012 2.7%CO 2 1% 1 2 5.8% 3.7% (2.8%)(2.8%) 6 4 5% 1 3 7 5%3 (2) 2012 32%2011 21 (39%)(38%)(37%) 8 2011 (+17.9 ) (+11.9 )(+9.3 )2012 8 (-14.9
2016年2月27日11s感性工学会パンフレット
TIMETABLE 9 10 11 12 13 14 15 16 17 18 19 20 9 1 4 7 8 13:00-13:20 13:20-14:20 5 11 2 3 5 6 8 1 1 2 TIMETABLE 9 10 11 12 13 14 15 16 17 18 19 20 3 6-1 6-2 9 11 2 12 10 4 10-1 13 4 3 10-2 7 10:00-12:00
P038-046.@10.k...@...i.ec6
On repairing the masonry wall of the castle Kanazawa KITANO Hiroshi This study considers the method of studying the masonry wall of the castle in the Kinsei era, taking the castle Kanazawa in Ishikawa
広報とうおん10.1月号.indd
2 3 4 5 6 Voice 7 8 9 10 11 12 Camera Sketch 13 14 15 16 Tel.964-1500 Tel.964-4400 17 Tel.966-2080 Tel.990-1130 18 Tel.964-4420 19 Tel.964-4408 20 21 22 B O X Information 23 Information Box 24 25 Information
1 2 2 4 4 6 8 20 51 60 61 64 65 65 67 69 69 70 72 12 104,007 13.9 40.7 34.6 2030 16 1 21 1 16 1 1 1979 1979 25 30 12 25 2 60 2 2 3 16 1 1 1/2500 1979 16 9 4 5 16 11 16 12 6 7 3,214 146,390 977 30.4% 39,658
障害者職域拡大カリキュラム研究会中間報告書構成案
3 4 5 5 7 7 9 () 9 ()23 34 1 36 47 49 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 ADL QOL 36 37 38 39 40 41 42 43 44 45 46 16 8 () 19 ( ) () 21 () 47 16
[ a] [ ] ( 15) 2005( 17) 2006( 18) [ ( )] [ b] 1996( 8) 1998( 10) 2003( 15) 2006( 18) [ c] [ ] 24
![[ a] [ ] ( 15) 2005( 17) 2006( 18) [ ( )] [ b] 1996( 8) 1998( 10) 2003( 15) 2006( 18) [ c] [ ] 24](/thumbs/91/105736720.jpg "[ a] [ ] ( 15) 2005( 17) 2006( 18) [ ( )] [ b] 1996( 8) 1998( 10) 2003( 15) 2006( 18) [ c] [ ] 24")
[ a ( :2-4)] [ ( :2-4)] [ ( :2-4)] 1955( 30) 1972( 47) 10 1974( 49) 10 1985() 1996( 8) [ ( :2-4)] 1998( 10) 1992( 4) 2001( 13) 1996( 8) 2000( 12) 23 [ a] [ ] 1993 5 12 3 2003( 15) 2005( 17) 2006( 18) [
-1 - -2 - -3 - -4 - -5 - -6 - -7 - -8 - -9- 44-10 - -11 - - 12 - - 13 - - 14 - - 15 - - 16 - - 17 - - 18 - - 19 - - 20 - - 21 - - 22 - - 23 - - 24 - - 25 - - 26 - - 27 - 372 304-28 - - 29 - - 30 - - 31
情報処理学会研究報告 IPSJ SIG Technical Report Vol.2011-MBL-57 No.27 Vol.2011-UBI-29 No /3/ A Consideration of Features for Fatigue Es
1 1 1 1 1 5 1 2 1 A Consideration of Features for Fatigue Estimation by Gait Analysis Using Accelerometer Hidekazu Higashi, 1 Tadashi Shigeoka, 1 Tsuyoshi Itokawa, 1 Teruaki Kitasuka 1 and Masayoshi Aritsugi
商学 ６３‐１・２☆／５．冨田
70 1 Donabedian1980 Parasuraman, Berry, and Zeithaml1988 71 1Donabedian Donabedian1980 2 1 1 2 2 Donabedian1980 Donabedian1980 3 1 3 Donabedian1980Donabedian1982 Donabedian1985 Donabedian1966 72 1 Donabedian1968,
10_08.dvi
476 67 10 2011 pp. 476 481 * 43.72.+q 1. MOS Mean Opinion Score ITU-T P.835 [1] [2] [3] Subjective and objective quality evaluation of noisereduced speech. Takeshi Yamada, Shoji Makino and Nobuhiko Kitawaki
Network / PC MFP Mobile PS Mobile Optimized Print Services 2 bizhub 754/654
Network / PC MFP Mobile PS Mobile Optimized Print Services 2 bizhub 754/654 bizhub 754/654 3 1 1 4 bizhub 754/654 24 22 20 18 16 14 12 10 8 6 4 2 0 22.5kWh 751 754 601 654 7.12kWh 5.3kWh 16.75kWh 6.40kWh
Vol. 62A ( ) Fundamental consideration on the redundancy of a steel Langer bridge based on nonlinear finite element analysis Isao Saiki, Kota Ka
Vol. 6A (6 3 ) Fundamental consideration on the redundanc of a steel Langer bridge based on nonlinear finite element analsis Isao Saiki, Kota Kawamura, Kaname Iwatsubo, Tetsuo Iwakuma -57 6-6-6 63- --
66-1 田中健吾・松浦紗織.pwd
Abstract The aim of this study was to investigate the characteristics of a psychological stress reaction scale for home caregivers, using Item Response Theory IRT. Participants consisted of 337 home caregivers
bc0710_010_015.indd
Case Study.01 Case Study.02 30 Case Study.05 Case Study.03 Case Study.04 Case Study.06 Case Study.07 Case Study.08 Case Study.21 Case Study.22 Case Study.24 Case Study.23 Case Study.25 Case Study.26
( ) FAS87 FAS FAS87 v = 1 i 1 + i
( ) ( 7 6 ) ( ) 1 6 1 18 FAS87 FAS87 7 1 FAS87 v = 1 i 1 + i 10 14 6 6-1 - 7 73 2 N (m) N L m a N (m) L m a N m a (m) N 73 9 99 18 4-2 - 4 143 2 145 3 37 4 37 4 40 6 40 6 41 10 41 10 13 10 14 4 24 3 145
untitled
Japan College of Social Work 01 Japan College of Social Work Profile Contents Japan College of Social Work 02 01 Case 02 Case 03 Case 04 Case 05 Case 03 Japan College of Social Work Japan College of Social
Fig. 1 KAMOME50-2 Table 1 Principal dimensions Fig.2 Configuration of the hydrofoils (Endurance and sprint foil) Fig. 3 Schematic view of the vortex l
A study on the simulation of the motion of personal full-submerged hydrofoil craft by Yutaka Terao, Member Summary A new energy utilization project developed by Tokai University was started in 1991. It
() 2
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
A Study on Throw Simulation for Baseball Pitching Machine with Rollers and Its Optimization Shinobu SAKAI*5, Yuichiro KITAGAWA, Ryo KANAI and Juhachi
A Study on Throw Simulation for Baseball Pitching Machine with Rollers and Its Optimization Shinobu SAKAI*5, Yuichiro KITAGAWA, Ryo KANAI and Juhachi ODA Department of Human and Mechanical Systems Engineering,
1 1 (1) 1 1 1 (2) 1 (3) 3 3 4 4 2 6 (1) 6 (2) 6 6 6 7 3 7 (1) 7 7 9 10 10 11 (2) 12 12 14 16 (3) 17 17 18 (4) 18 18 18
1 1 (1) 1 1 1 (2) 1 (3) 3 3 4 4 2 6 (1) 6 (2) 6 6 6 7 3 7 (1) 7 7 9 10 10 11 (2) 12 12 14 16 (3) 17 17 18 (4) 18 18 18 ( ) 20 10 26 39 1 2 ( ) 3 338 4 5 6 22 10 7 50 60 8 600 400 600 400 9 10 454 11 45
% 4.4% % 5.0% % 4.5% % 2.7% % 2.0% % 3.6% 5.1% 4.5% 2.6% 3.6%
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
2012_00表紙
02 Network Program 05 1 2 3 4 5 6 1 13 60 5,800 06 07 Program 10 12 Program 14 Program 18 20 Program 22 24 Program 25 26 27 28 29 30 31 32 Program 33 34 35 40 Program 41 42 43 44 45 46 Program
I I Evaluation of Fragility Functions for Tsunami Damage in Coastal District in Natori City, Miyagi Prefecture and Mitigation Effects of Coastal Dune
II Evaluation of Fragility Functions for Tsunami Damage in Coastal District in Natori City, Miyagi Prefecture and Mitigation Effects of Coastal Dune Yasuo NIHEI, Toshiaki MAEKAWA, Rika OHSHIMA and Maimi