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Page 1: —2 —2 2— 2— —2 —1 —2 1985 — U Z 1) : DIO (S 1)85 ...data.jci-net.or.jp/data_pdf/07/007-01-0027.pdf(,VV/m) 18 29 18 (80) (81) (82) (89) (86) Nee—a (87) 1 1 —2—

Page 2: —2 —2 2— 2— —2 —1 —2 1985 — U Z 1) : DIO (S 1)85 ...data.jci-net.or.jp/data_pdf/07/007-01-0027.pdf(,VV/m) 18 29 18 (80) (81) (82) (89) (86) Nee—a (87) 1 1 —2—

Page 3: —2 —2 2— 2— —2 —1 —2 1985 — U Z 1) : DIO (S 1)85 ...data.jci-net.or.jp/data_pdf/07/007-01-0027.pdf(,VV/m) 18 29 18 (80) (81) (82) (89) (86) Nee—a (87) 1 1 —2—

Page 4: —2 —2 2— 2— —2 —1 —2 1985 — U Z 1) : DIO (S 1)85 ...data.jci-net.or.jp/data_pdf/07/007-01-0027.pdf(,VV/m) 18 29 18 (80) (81) (82) (89) (86) Nee—a (87) 1 1 —2—

Vol. 18, NO. 2, 1996 800 1 900 ) 5-D19 200 400 2-D13 100 ...data.jci-net.or.jp/data_pdf/18/018-01-2122.pdfVol. 18, NO. 2, 1996 800 1 900 ) 5-D19 200 400 2-D13 100 140 100 I-DIO 30

[2008] 199] (Linear Fracture Mechanics ) Its Y £ — F …data.jci-net.or.jp/data_pdf/13/013-01-2008.pdf[2008] 199] (Linear Fracture Mechanics ) Its Y £ — F Il F Ill I -sin ((9/2)

1) — vol. 23, No. 2, 2001 fÍFÈáŽ*1 t) (W/0 28, 35, …data.jci-net.or.jp/data_pdf/23/023-01-2146.pdf(35), 40, 45, 50, (55) (o), 734 7 y Y 2, F 3.16 FM=3.OO 2.56 1.21% FM=I.IO

vol. 21, No. 3, 1999 • . 10 RC RC ps RC ps RC 1/2 PC ps 0.45 (pa) …data.jci-net.or.jp/data_pdf/21/021-01-3196.pdf · 2010. 1. 22. · vol. 21, No. 3, 1999 • . 10 RC RC ps RC

1) — Vol. 22, No. 3, 2000 RC 1 ÉJ*I . . Jllfi*3 . : RCI F : RCI RC 2.1 ...data.jci-net.or.jp/data_pdf/22/022-01-3268.pdf · 1) — Vol. 22, No. 3, 2000 RC 1 ÉJ*I . . Jllfi*3

[2164] 1)— Vol.15, No. 2, 1993 - N/No= ex u t Ru' rad exMu ...data.jci-net.or.jp/data_pdf/15/015-01-2164.pdf[2164] 1)— Vol.15, No. 2, 1993 - N/No= ex u t Ru' rad exMu t m Ru X

[1117] 79 x 3.1 77 1) — 10-2 1988 1 — 659 (96) 2.4 (miff ...data.jci-net.or.jp/data_pdf/10/010-02-1117.pdf · (kgf) 2,100 4,200 8,400 12,600 16,800 25,200 (mm) 4.0 6.0 10.0 12.0

vol. 23, No. 2, 2001 1200 2.1 15R 150 D13 z o (No.1-1—No.1-6), …data.jci-net.or.jp/data_pdf/23/023-01-2098.pdf · 2010. 1. 22. · vol. 23, No. 2, 2001 1200 2.1 15R 150 D13 z

[2090] 20 35 Vol. 14, No. 2, 0 cr cr cr 500 1 500 50 13801 ...data.jci-net.or.jp/data_pdf/14/014-01-2090.pdf · [2090] 20 35 Vol. 14, No. 2, 0 cr cr cr 500 1 500 50 13801 50 480 1

vol. 23, No. 2, 2001 Ji2*1 : rASRJ) & v y & a IJ — C : AS ...data.jci-net.or.jp/data_pdf/23/023-01-2099.pdf · vol. 23, No. 2, 2001 Ji2*1 : rASRJ) & v y & a IJ — C : AS Rèù,

2. 2. (1) (2) (3) (5 c) ) cota ) tana ) coseca seca —197—data.jci-net.or.jp/data_pdf/13/013-01-2030.pdf2. 2. (1) (2) (3) (5 c) ) cota ) tana ) coseca seca —197

— vol. 21, No. 2, 1999 1961 1965 1980 & Fc225 & …data.jci-net.or.jp/data_pdf/21/021-01-2113.pdf(1) 63 (1) (2) 104 (0) 113 (0) (0) 11 o 11 o (0) 311 13) 151 40 611 68 107 (13) (21)

— vol. 23, No. 2, 2001 BET : 7347 y Y a, à+J3>bUö, …data.jci-net.or.jp/data_pdf/23/023-01-2017.pdf— vol. 23, No. 2, 2001 BET : 7347 y Y a, à+J3>bUö, BET 1. (PA -F CH Ui»b,

[1027] C, 1.26%, 2.2 3. 4. — 9-1 1987 B c D 10.2 17.8 4. 4. 4. 4. 2 7 …data.jci-net.or.jp/data_pdf/09/009-01-1027.pdf · 2010-01-22 · B c D 10.2 17.8 4. 4. 4. 4. 2 7 5 6 30

[222] 2.1 zlo ( 500mn, 200m, 390mn) (519) Ru=1/A • — 885 ...data.jci-net.or.jp/data_pdf/08/008-02-0222.pdfzlo ( 500mn, 200m, 390mn) (519) Ru=1/A • — 885 — 1986 900 O 6—60

& SIC, asp: (K) (2) (1)lcftA OSG —n sp/vo (1— …data.jci-net.or.jp/data_pdf/01/001-01-0001.pdf& SIC, asp: (K) (2) (1)lcftA OSG —n sp/vo (1— Sp/Vp(1— OSG sp/VG sp/vp (2)

vol. 20, No. 1, 1998 strut & Tie ( Strut-and-Tie 7 1 fi ...data.jci-net.or.jp/data_pdf/20/020-02-1086.pdf · St-ut & Tie ( Strut-and-Tie E F 'V) UT, *1 *2 — 593 — 7-+7' 4500 3,

9-1 1987 -493-data.jci-net.or.jp/data_pdf/09/009-01-1088.pdf · 2010. 1. 22. · 9-1 1987 -493- Created Date: 3/17/2004 5:23:38 PM

1) — vol. 23, No. 2, 2001 01 0 0 00 8 0 00 3. : 6280cm2/g) : 57 ...data.jci-net.or.jp/data_pdf/23/023-01-2154.pdf1) — vol. 23, No. 2, 2001 01 0 0 00 8 0 00 3. : 6280cm2/g) : 57

imm Vol.16, No.2, 1994 12-D19 3-D25 H: 8-6 M:4-6 …data.jci-net.or.jp/data_pdf/16/016-01-2121.pdf20x35 1=300 14-D13 6 3-D13 H :2-64 @100 M: 2-6 L: 2-6 . 21 3850 64) : 3800 52 : :32.2

Vol. 21, No. 2, 1999 1 20cm x 10cm x 90cm L 28 H), 1 1 mm ...data.jci-net.or.jp/data_pdf/21/021-01-2154.pdf · Vol. 21, No. 2, 1999 1 20cm x 10cm x 90cm L 28 H), 1 1 mm, 2 cm 2, 000kN

2.1 2.2 (FAS F U— 9-2 1987 OUbtb (cm) 25 40 …data.jci-net.or.jp/data_pdf/09/009-01-2108.pdf016 06 14.5 4.6 13.4

1. 3 QbZžb, žbA— 1 B- 1986 O'JNžR íŒe s teel web 650 2 ...data.jci-net.or.jp/data_pdf/08/008-01-0195.pdf · 1. 3 QbZžb, žbA— 1 B- 1986 O'JNžR íŒe s teel web 650 2 concre

INFLUENCE OF SAND FINENESS ON SELF HEALING BEHAVIOR …data.jci-net.or.jp/data_pdf/33/033-01-1040.pdf · HIGH PERFORMANCE FIBER REINFORCED CEMENT COMPOSITES Dong Joo Kim*1, Seok Hee

Vol. 19, No. 1, 1997 Y — 12 , 24, 90±8 1/2 18+ y ...data.jci-net.or.jp/data_pdf/19/019-01-1192.pdf · — Vol. 19, No. 1, 1997 Y — 12 , 24, 90±8 1/2 18+ y — 1165 — Created

1982 o 1) 2.1 • 1 2.2 • Q (A) f +0.5 f (p - 0.002 ) } + 2 ...data.jci-net.or.jp/data_pdf/04/004-01-0098.pdf · 2.1 • 1 2.2 • Q (A) f +0.5 f (p - 0.002 ) } + 2 a AS sin 6 RC

1) — vol. 23, IJ No. 2, 2001 1. atcbèc, (JlSfH#6) (NCCL) a ...data.jci-net.or.jp/data_pdf/23/023-02-2005.pdf · 1) — vol. 23, IJ No. 2, 2001 1. atcbèc, (JlSfH#6) (NCCL) a b

75 Y — Table3 Fig.l Tablel Material property of normal ...data.jci-net.or.jp/data_pdf/20/020-01-3159.pdf · Table 2 Material property of recycled concrete column encased by steel

1. 1) — 198? RI LEM 1976 2.1 2) Fit: 3) : 15—251. 4) : 5) • 300- …data.jci-net.or.jp/data_pdf/04/004-01-0005.pdf · 2010. 1. 22. · RI LEM 1976 2.1 2) Fit: 3) : 15—251"

Vol. 19, No. 2, 1997 5mm ñfif£, 2 k, 1. ltCblz # 1.2mm, 35mm, …data.jci-net.or.jp/data_pdf/19/019-01-2029.pdf · 2010. 1. 22. · Vol. 19, No. 2, 1997 5mm ñfif£, 2 k, 1. ltCblz

1) — 12-2 1990 RCgß*žØM — -di 100kg/cm2Z 9 —251-data.jci-net.or.jp/data_pdf/12/012-01-2040.pdf · 2010. 1. 22. · 1) — 12-2 1990 RCgß*žØM — -di 100kg/cm2Z 9 —251-

1) — vol. 22, No. 3, 2000 STK400 & STK540 STK400 T 41 ...data.jci-net.or.jp/data_pdf/22/022-01-3174.pdf · (Concrete Filled Steel Tubes : Y T, CFT b TbO, fttlfr, 2. 2. — 1039

vol. 18. No. 1. 1996 C bcc *Ill Nf. Jtllk 2 * (iEAV1) 39 …data.jci-net.or.jp/data_pdf/18/018-01-1001.pdfvol. 18. No. 1. 1996 C bcc *Ill Nf. Jtllk 2 * (iEAV1) 39 C LSI LS3 LS4 LS5

data.jci-net.or.jpdata.jci-net.or.jp/data_pdf/18/018-01-2147.pdfABSTRACT: Three-dimensional finite element analysis, which incorporating three-dimensional elasto-plastic and continuum

— vol. 23, No. 2, 2001 15 21.4 8.8 60 50 -j 30 20 10 1 …data.jci-net.or.jp › data_pdf › 23 › 023-01-2064.pdf— vol. 23, No. 2, 2001 15 21.4 8.8 60 50 -j 30 20 10 1 5 9 13