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Page 1: 2.1 2.2 (FAS F U— 9-2 1987 OUbtb (cm) 25 40 …data.jci-net.or.jp/data_pdf/09/009-01-2108.pdf016 06 14.5 4.6 13.4

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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

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

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

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. 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

[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

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

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

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

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

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

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

[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

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

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

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),

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

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

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

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

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

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

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,

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

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"

[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

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

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

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

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

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

[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