JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab...

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Transcript of JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab...

Page 1: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 2: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 3: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 4: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 5: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 6: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 7: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 8: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 9: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 10: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 11: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel
Page 12: JSCElibrary.jsce.or.jp/jsce/open/00127/1998/44-A3-1485.pdf · 2007. 8. 16. · remarkably than slab anchors and ordinary headed studs. Also excessive restoration of slip between steel

JSCElibrary.jsce.or.jp/jsce/open/00037/2000/666-0321.pdf1m o IP 2P0 (a) (b) 2m * -f 2m 20cm 15cm 20cm 20cm 20cm (g/cm3) 2.629 2.643 2.656 2.657 (g/cm3) 1.558 1.572 1.569 1.543 1.606

JSCElibrary.jsce.or.jp/jsce/open/00037/2000/666-0321.pdf1m o IP 2P0 (a) (b) 2m * -f 2m 20cm 15cm 20cm 20cm 20cm (g/cm3) 2.629 2.643 2.656 2.657 (g/cm3) 1.558 1.572 1.569 1.543 1.606

JSCElibrary.jsce.or.jp/jsce/open/00013/2003/31-0351.pdf0.001 1 0.00053 0.015 0.025 0.015 0.013 0.015 0.025 0.015 ARCñ 5 ARCñ 16000 14000 12000 450 I .04 (t) 0.20 0.10 0.055 o 0.078

JSCElibrary.jsce.or.jp/jsce/open/00013/2003/31-0351.pdf0.001 1 0.00053 0.015 0.025 0.015 0.013 0.015 0.025 0.015 ARCñ 5 ARCñ 16000 14000 12000 450 I .04 (t) 0.20 0.10 0.055 o 0.078

I i - JSCElibrary.jsce.or.jp/jsce/open/00670/No38/CLI-38-0137.pdf · The measured physical properties of each concrete mix are presented in Table 3. Though the target slump value

I i - JSCElibrary.jsce.or.jp/jsce/open/00670/No38/CLI-38-0137.pdf · The measured physical properties of each concrete mix are presented in Table 3. Though the target slump value

Chap 00127

Chap 00127

JSCElibrary.jsce.or.jp/jsce/open/00557/2011/14-0103.pdf2.5 2.0 E 1.5 1.0 0.5 0.0 6.0 5.0 & 40 3.0 1.0 0.0 9 10 Il 12 13 10 Il 12 13 (21%k5) U)4.5.13 g-7 - 105 - (a) 0.09 (b) 4.09 (C)

JSCElibrary.jsce.or.jp/jsce/open/00557/2011/14-0103.pdf2.5 2.0 E 1.5 1.0 0.5 0.0 6.0 5.0 & 40 3.0 1.0 0.0 9 10 Il 12 13 10 Il 12 13 (21%k5) U)4.5.13 g-7 - 105 - (a) 0.09 (b) 4.09 (C)

Effect of Police Control1 - JSCElibrary.jsce.or.jp/jsce/open/00039/201211_no46/pdf/127.pdf · proper street network planning, following the road hierarchy, can accommodate the traffic

Effect of Police Control1 - JSCElibrary.jsce.or.jp/jsce/open/00039/201211_no46/pdf/127.pdf · proper street network planning, following the road hierarchy, can accommodate the traffic

Compact CITY - JSCElibrary.jsce.or.jp/jsce/open/00039/201105_no43/pdf/P4.pdf · 2018-07-30 · Compact CITY 私たちのコンパクトシティーとは × 一般的なものではなく

Compact CITY - JSCElibrary.jsce.or.jp/jsce/open/00039/201105_no43/pdf/P4.pdf · 2018-07-30 · Compact CITY 私たちのコンパクトシティーとは × 一般的なものではなく

JSCE Bè Bé Rationale for coefficient of earth pressure at ...library.jsce.or.jp/jsce/open/00561/2009/12-0383.pdf · Journal of Applied Mechanics Vol.12 (August 2009) JSCE Rationale

JSCE Bè Bé Rationale for coefficient of earth pressure at ...library.jsce.or.jp/jsce/open/00561/2009/12-0383.pdf · Journal of Applied Mechanics Vol.12 (August 2009) JSCE Rationale

海洋開発論文集, 第25巻, 2009年6月 - JSCElibrary.jsce.or.jp/jsce/open/00011/2009/25-0807.pdfearthquake. In other cases, only evacuation places out of the inundation area

海洋開発論文集, 第25巻, 2009年6月 - JSCElibrary.jsce.or.jp/jsce/open/00011/2009/25-0807.pdfearthquake. In other cases, only evacuation places out of the inundation area

JSCElibrary.jsce.or.jp/jsce/open/00013/1998/26-0021.pdf · 2007. 9. 3. · 1756k ; 20 796k & 70 @ 60 50 40 (96) 10 50 (96) 100 50 100 0/0 -100 -50 — 25 — Created Date: 6/26/2005

JSCElibrary.jsce.or.jp/jsce/open/00013/1998/26-0021.pdf · 2007. 9. 3. · 1756k ; 20 796k & 70 @ 60 50 40 (96) 10 50 (96) 100 50 100 0/0 -100 -50 — 25 — Created Date: 6/26/2005

JSCElibrary.jsce.or.jp/jsce/open/00028/2000/44-1101.pdfPasig River and Laguna de Bay are measured from the common datum level. Based on this, mean sea level of Manila Bay is 10.462

JSCElibrary.jsce.or.jp/jsce/open/00028/2000/44-1101.pdfPasig River and Laguna de Bay are measured from the common datum level. Based on this, mean sea level of Manila Bay is 10.462

JSCE 1997(b)

JSCE 1997(b)

JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0487.pdf · Especially, in Dhaka city, capital of Bangladesh, inundation problem is very serious. To prevent th e social problem cause

JSCElibrary.jsce.or.jp/jsce/open/00906/2012/18-0487.pdf · Especially, in Dhaka city, capital of Bangladesh, inundation problem is very serious. To prevent th e social problem cause

JSCElibrary.jsce.or.jp/jsce/open/00037/2002/696-0001.pdf · deflection at the free end of the cantilever by MM, analytical solution and FEM result17). ... Numerical Method in Rock

JSCElibrary.jsce.or.jp/jsce/open/00037/2002/696-0001.pdf · deflection at the free end of the cantilever by MM, analytical solution and FEM result17). ... Numerical Method in Rock

JSCElibrary.jsce.or.jp/jsce/open/00037/2003/739-0273.pdf · Key Words: uniaxial tensile test, continuous fiber sheet, dog-bone shape specimen, anchor bolt 100 frc%D, y-- < B It, B

JSCElibrary.jsce.or.jp/jsce/open/00037/2003/739-0273.pdf · Key Words: uniaxial tensile test, continuous fiber sheet, dog-bone shape specimen, anchor bolt 100 frc%D, y-- < B It, B

JSCElibrary.jsce.or.jp/jsce/open/00565/2008/09-0259.pdfGingold, R. A. & Monaghan, J. J. " Smoothed particle hydrodynamics — Theory and application to non-spherical stars" 4 Z, "An

JSCElibrary.jsce.or.jp/jsce/open/00565/2008/09-0259.pdfGingold, R. A. & Monaghan, J. J. " Smoothed particle hydrodynamics — Theory and application to non-spherical stars" 4 Z, "An

JSCElibrary.jsce.or.jp › jsce › open › 00039 › 201406_no49 › pdf › 246.pdf · + ,- ./0 121342456789:,-./;

JSCElibrary.jsce.or.jp › jsce › open › 00039 › 201406_no49 › pdf › 246.pdf · + ,- ./0 121342456789:,-./;

JSCElibrary.jsce.or.jp/jsce/open/00037/2002/698-0093.pdf0.02 q —btiN --0--SS IJD50 1500 1000 500 12 10 0.0001 0.001 0.01 0.1 103 101 101 g -10 a x a 2 FTJIIA x 102 SS(mg/]) 103 12

JSCElibrary.jsce.or.jp/jsce/open/00037/2002/698-0093.pdf0.02 q —btiN --0--SS IJD50 1500 1000 500 12 10 0.0001 0.001 0.01 0.1 103 101 101 g -10 a x a 2 FTJIIA x 102 SS(mg/]) 103 12

JSCE-CE2010 36 137 - J-STAGE

JSCE-CE2010 36 137 - J-STAGE

JSCElibrary.jsce.or.jp/jsce/open/00074/2000/2000-0642.pdf(LC37 3 Typel (LCM 61 50 9 1998. 1982. —643— 1999. 1) 2) 3) Created Date 2/4/2005 6:17:56 PM ...

JSCElibrary.jsce.or.jp/jsce/open/00074/2000/2000-0642.pdf(LC37 3 Typel (LCM 61 50 9 1998. 1982. —643— 1999. 1) 2) 3) Created Date 2/4/2005 6:17:56 PM ...