1) — vol. 22, No. 3, 2000 STK400 & STK540 STK400 T 41...

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Transcript of 1) — vol. 22, No. 3, 2000 STK400 & STK540 STK400 T 41...

Page 1: 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
Page 2: 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
Page 3: 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
Page 4: 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
Page 5: 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
Page 6: 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

ELECTRICAL RESISTANCE MEASUREMENT TO ASSESS …data.jci-net.or.jp/data_pdf/38/038-01-1131.pdf · 2016. 6. 22. · according to JIS B 7920:2000 (Hygrometers - Test method) in order

ELECTRICAL RESISTANCE MEASUREMENT TO ASSESS …data.jci-net.or.jp/data_pdf/38/038-01-1131.pdf · 2016. 6. 22. · according to JIS B 7920:2000 (Hygrometers - Test method) in order

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

HIGH STRAIN RATE MATERIAL TESTING USING …data.jci-net.or.jp/data_pdf/32/032-01-1036.pdftesting of concrete which require long test setups to ensure 1-D stress wave propagation. For

HIGH STRAIN RATE MATERIAL TESTING USING …data.jci-net.or.jp/data_pdf/32/032-01-1036.pdftesting of concrete which require long test setups to ensure 1-D stress wave propagation. For

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

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

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

[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

[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

[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

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,

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,

[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)

[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)

EFFECT OF STIRRUPS ARRANGEMENT ON FAILURE …data.jci-net.or.jp/data_pdf/37/037-01-2053.pdfbars arrangement, especially the arrangement of stirrups, along the anchorages on the failure

EFFECT OF STIRRUPS ARRANGEMENT ON FAILURE …data.jci-net.or.jp/data_pdf/37/037-01-2053.pdfbars arrangement, especially the arrangement of stirrups, along the anchorages on the failure

—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—

—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—

c, Ah, tàFranz 1981 C080-HS Series —5 (HS) C080-DS Series ...data.jci-net.or.jp/data_pdf/03/003-01-0093.pdf · c, Ah, tàFranz 1981 C080-HS Series —5 (HS) C080-DS Series Asa=3D13)

c, Ah, tàFranz 1981 C080-HS Series —5 (HS) C080-DS Series ...data.jci-net.or.jp/data_pdf/03/003-01-0093.pdf · c, Ah, tàFranz 1981 C080-HS Series —5 (HS) C080-DS Series Asa=3D13)

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

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

1) — vol. 21, No. 3, 1999 žac : 73 y M 3 Y , (6) v,M : vo,M0 : M …data.jci-net.or.jp/data_pdf/21/021-01-3092.pdf · 2010. 1. 22. · 1) — vol. 21, No. 3, 1999 žac : 73 y M

1) — vol. 21, No. 3, 1999 žac : 73 y M 3 Y , (6) v,M : vo,M0 : M …data.jci-net.or.jp/data_pdf/21/021-01-3092.pdf · 2010. 1. 22. · 1) — vol. 21, No. 3, 1999 žac : 73 y M

data.jci-net.or.jpdata.jci-net.or.jp/data_pdf/18/018-01-2232.pdf · have many practical applications in various structures such as tunnels. hridoe decks. marine structures. etc. Marine

data.jci-net.or.jpdata.jci-net.or.jp/data_pdf/18/018-01-2232.pdf · have many practical applications in various structures such as tunnels. hridoe decks. marine structures. etc. Marine

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) — 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 .

CYCLIC LOADING TESTS ON SOFT-FIRST-STORY RC …data.jci-net.or.jp/data_pdf/31/031-01-2068.pdf · of design of test specimens with different retrofitting ... Also, PC bars (high-strength

CYCLIC LOADING TESTS ON SOFT-FIRST-STORY RC …data.jci-net.or.jp/data_pdf/31/031-01-2068.pdf · of design of test specimens with different retrofitting ... Also, PC bars (high-strength

3-1. 1986 +2.0 Jil 4100 200 200=4000 3500 50 — D16 125 w ...data.jci-net.or.jp/data_pdf/08/008-02-0213.pdf3-1. 1986 +2.0 Jil 4100 200 200=4000 3500 50 — D16 125 w/c= 50 H.V.L.:

3-1. 1986 +2.0 Jil 4100 200 200=4000 3500 50 — D16 125 w ...data.jci-net.or.jp/data_pdf/08/008-02-0213.pdf3-1. 1986 +2.0 Jil 4100 200 200=4000 3500 50 — D16 125 w/c= 50 H.V.L.:

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,

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,