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Page 1: 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

Page 2: 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

Page 3: 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

Page 4: 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

Page 5: 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

Page 6: 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

[1066] 2.1 Vol. 14, No. I , (L.ã3.16) PMI. 77) FM3.05) …data.jci-net.or.jp/data_pdf/14/014-01-1066.pdf[1066] 2.1 Vol. 14, No. I , (L.ã3.16) PMI. 77) FM3.05) (Ltffi2.64. FM6.70)

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l) — vol. 20, No. 3, 1998 • Fawzy Mohamed EL-BEHAIRY RC RC RC …data.jci-net.or.jp/data_pdf/20/020-01-3013.pdf · 2010-01-22 · • Fawzy Mohamed EL-BEHAIRY RC RC RC y — 2

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

CSR ACTIVITIES IN THE CONSTRUCTION AND …data.jci-net.or.jp/data_pdf/36/036-01-1358.pdfCSR- and sustainability-related reporting on the official homepages of selected companies in

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. 23, No. 2, 2001 I-BM : (LBM) IÃ, Y — & LBM LBM is ...data.jci-net.or.jp/data_pdf/23/023-01-2137.pdf1. vol. 23, No. 2, 2001 I-BM : (LBM) IÃ, Y — & LBM LBM is, : (LBM),

CFRP (EAT, CF CFRP CFRP — vol. 20, No. 1, 1998 2.1 tab, D13- …data.jci-net.or.jp/data_pdf/20/020-01-1075.pdf · 2010. 1. 22. · CFRP (EAT, CF CFRP CFRP — vol. 20, No. 1, 1998

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,

論文ボイドスラブを用いたフラットプレート構造に …data.jci-net.or.jp/data_pdf/30/030-01-3080.pdf種別降伏点（N/mm 2）引張強度 (N/mm ) ヤング係数

A STUDY ON RESIDUAL CAPACITY OF REINFORCED CONCRETE CORBEL ...data.jci-net.or.jp/data_pdf/36/036-01-2203.pdf · re-used as Corbel RCC. Before the specimen was re-loaded on the straight

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

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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

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Drucker-Prager £ñJÞØ NONI-OCAL (b Supra tic Gupta* 2. : …data.jci-net.or.jp/data_pdf/18/018-01-2062.pdf · 2010. 1. 22. · Drucker-Prager £ñJÞØ NONI-OCAL (b Supra tic Gupta*

INFLUENCE OF STRENGTHENING OF BRIDGE PIERS ON SEISMIC ...data.jci-net.or.jp/data_pdf/31/031-01-2147.pdf · - Technical Paper - INFLUENCE OF STRENGTHENING OF BRIDGE PIERS ON SEISMIC

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

ANALYSIS ON SHEAR FAILURE BEHAVIOR OF PHC PILE …data.jci-net.or.jp/data_pdf/36/036-01-2011.pdf · the concrete mesh design. The truss element is attached to the concrete particles

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

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

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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

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"

論文ラテックス改質速硬コンクリートの基礎物性と …data.jci-net.or.jp/data_pdf/37/037-01-1318.pdfメリカからLMC（Latex Modified Concrete）の形で道路

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,

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

SHEAR RESISTANCE MECHANISMS OF PBL JOINT ...data.jci-net.or.jp/data_pdf/36/036-01-2171.pdfPBL16 with diameter of 40 mm. The 30 and 50 mm hole diameter were used in PBL-D30 and PBL-D50

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.:

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

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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