YOU ARE DOWNLOADING DOCUMENT

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

Category:

Documents

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

Please tick the box to continue:

Transcript
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

Related Documents
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....
Category: Documents
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...
Category: Documents
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
vol. 18. No. 1. 1996 C bcc *Ill Nf. Jtllk 2 * (iEAV1) 39...
Category: Documents
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
1) — vol. 22, No. 3, 2000 STK400 & STK540 STK400 T 41...
Category: Documents
[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...
Category: Documents
[1065] ( ) 18 Jo i) — 2. 2. 2. 1) — 10-2 1988 — exp ...data.jci-net.or.jp/data_pdf/10/010-01-1065.pdf · [1065] ( ) 18 Jo i) — 2. 2. 2. 1) — 10-2 1988 — exp { — exp
[1065] ( ) 18 Jo i) — 2. 2. 2. 1) — 10-2 1988 — exp...
Category: Documents
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
Vol. 19, No. 2, 1997 5mm ñfif£, 2 k, 1. ltCblz # 1.2mm,...
Category: Documents
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...
Category: Documents
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
1) — vol. 23, IJ No. 2, 2001 1. atcbèc, (JlSfH#6) (NCCL)....
Category: Documents
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
INFLUENCE OF STRENGTHENING OF BRIDGE PIERS ON SEISMIC...
Category: Documents
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".
1. 1) — 198? RI LEM 1976 2.1 2) Fit: 3) : 15—251. 4) :.....
Category: Documents
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),
1. vol. 23, No. 2, 2001 I-BM : (LBM) IÃ, Y — & LBM LBM is...
Category: Documents
[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)
[1066] 2.1 Vol. 14, No. I , (L.ã3.16) PMI. 77) FM3.05)...
Category: Documents
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 ) } +....
Category: Documents
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
l) — vol. 20, No. 3, 1998 • Fawzy Mohamed EL-BEHAIRY RC....
Category: Documents
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
9-1 1987...
Category: Documents
DESIGN OF SELF-HEALING CONCRETE BASED ON …data.jci-net.or.jp/data_pdf/32/032-01-1256.pdf · - Technical Paper - DESIGN OF SELF-HEALING CONCRETE BASED ON VARIOUS MINERAL ADMIXTURES
DESIGN OF SELF-HEALING CONCRETE BASED ON...
Category: Documents
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...
Category: Documents
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
CSR ACTIVITIES IN THE CONSTRUCTION AND...
Category: Documents
[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...
Category: Documents
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
ANALYSIS ON SHEAR FAILURE BEHAVIOR OF PHC PILE...
Category: Documents
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...
Category: Documents
[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...
Category: Documents
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...
Category: Documents
O - Vol. 20, No. 2, 1998 < b, BS 812 & British Standards D BS 812 b, …data.jci-net.or.jp/data_pdf/20/020-01-2166.pdf · 2010. 1. 22. · O - Vol. 20, No. 2, 1998 < b, BS 812 & British
O - Vol. 20, No. 2, 1998 < b, BS 812 & British Standards D.....
Category: Documents
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...
Category: Documents
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
2. 2. (1) (2) (3) (5 c) ) cota ) tana ) coseca seca...
Category: Documents
[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...
Category: Documents
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
論文...
Category: Documents
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...
Category: Documents