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Transcript of —2 —2 2— 2— —2 —1 —2 1985 — U Z 1) : DIO (S 1)85...

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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

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".

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[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

[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

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[2042] Is o. 1. 1. 9-2 1987 Bo 100 300 00 Ap Oh …data.jci-net.or.jp/data_pdf/09/009-01-2042.pdfBo 100 300 00 Ap Oh CNotes2 Pt : Tensile rei nforcement ratioC), : Lateral confining

[2042] Is o. 1. 1. 9-2 1987 Bo 100 300 00 Ap Oh …data.jci-net.or.jp/data_pdf/09/009-01-2042.pdfBo 100 300 00 Ap Oh CNotes2 Pt : Tensile rei nforcement ratioC), : Lateral confining

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

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, No. 2, 2001 CFT Jlln : 350kg/m3, 425kg/m3 ...data.jci-net.or.jp/data_pdf/23/023-01-2171.pdf · C350 30 36N/mm2, C425 36 -v 42N/mm2 55 ± 5cm, 60 ± 5cm & L 500kg/m3

1) — vol. 23, No. 2, 2001 CFT Jlln : 350kg/m3, 425kg/m3 ...data.jci-net.or.jp/data_pdf/23/023-01-2171.pdf · C350 30 36N/mm2, C425 36 -v 42N/mm2 55 ± 5cm, 60 ± 5cm & L 500kg/m3

[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.

[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.

2 James O. JIRSA JIS (Japanese Industrial …data.jci-net.or.jp/data_pdf/15/015-01-2019.pdf2 James O. JIRSA JIS (Japanese Industrial Standard) ASTM (American Society for Testing and

2 James O. JIRSA JIS (Japanese Industrial …data.jci-net.or.jp/data_pdf/15/015-01-2019.pdf2 James O. JIRSA JIS (Japanese Industrial Standard) ASTM (American Society for Testing and

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

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

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

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

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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

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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 .

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 .