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[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
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
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
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
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.:
[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)
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
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. 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. 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
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
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*
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
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
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
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)
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. 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) — vol. 23, No. 1, 2001 1. (iCblC (N 02-) It, t Z McD& 1.8 (DIF, — …data.jci-net.or.jp/data_pdf/23/023-01-1051.pdf · 2010. 1. 22. · 1) — vol. 23, No. 1, 2001 1. (iCblC
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),
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
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
[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. 21, No. 3, 1999 — Modified Compression-Field …data.jci-net.or.jp/data_pdf/21/021-01-3244.pdfVol. 21, No. 3, 1999 — Modified Compression-Field Theory Ck , , ØModified Compression-Field
[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)
STUDY ON BEHAVIOR OF POLYMER CEMENT MORTAR IN …data.jci-net.or.jp/data_pdf/37/037-01-1261.pdf · additives in ordinary cement mortar. In this work commercially available PCM was
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
[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
1)— vol. 23, No. 2, 2001 WŠM(kg/rn3) NP35 NP55 BB35 BB55 35 …data.jci-net.or.jp/data_pdf/23/023-01-2103.pdf · 2010. 1. 22. · c 380 260 409 264 s 780 890 753 882 1076 1072
![[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](https://img.dokumen.tips/doc/110x75/5bfa697809d3f254508bfb8f/1065-18-jo-i-2-2-2-1-10-2-1988-exp-datajci-netorjpdatapdf10010-01-1065pdf.jpg)
![[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)](https://img.dokumen.tips/doc/110x75/5e5461c05ef0881ec8265871/2008-199-linear-fracture-mechanics-its-y-a-f-datajci-netorjpdatapdf13013-01-2008pdf.jpg)
![[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](https://img.dokumen.tips/doc/110x75/5f64ad39fa57724e591da0be/1117-79-x-31-77-1-a-10-2-1988-1-a-659-96-24-miff-datajci-netorjpdatapdf10010-02-1117pdf.jpg)
![[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)](https://img.dokumen.tips/doc/110x75/5e9a615c668afa7854578617/1066-21-vol-14-no-i-l316-pmi-77-fm305-datajci-netorjpdatapdf14014-01-1066pdf.jpg)
![[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](https://img.dokumen.tips/doc/110x75/60c30b2b9e7d1e5db1634098/222-21-zlo-500mn-200m-390mn-519-ru1a-a-a-885-datajci-netorjpdatapdf08008-02-0222pdf.jpg)
