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1 - 10 of 12 search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk where 0 match all words and 12 match some words.
  1. Results that match 1 of 2 words

  2. The lower bound theorem of plasticity cannot be used as a basis for…

    www-civ.eng.cam.ac.uk/cjb/concplas/17sebastian.pdf
    11 Jul 2007: 0. 100. 200. 300. 400. 500. 0 10 20 30 40 50 60 70 80 9. ... to 200 mm2 and 350 mm2, giving the significantly strain-hardened moment-curvature relations of Fig.
  3. Optimization pumpkin balloons.dvi

    www-civ.eng.cam.ac.uk/dsl/publications/Optimization%20pumpkin%20balloons%20SMALL.pdf
    7 May 2007: 200. 100. 0. 0 0.2 0.4 0.6 0.8 1. 1st. 2nd. ... Figure 17. Comparison of CR and optimized cutting pattern at p = 200 Pa.
  4. Summary

    www-civ.eng.cam.ac.uk/cjb/concplas/13jaafar.pdf
    11 Jul 2007: h = 200 mm b =140 mm rsp = 57.5 mm d = 170 mm. ... Splitting Cylinder. Cylinder length = 200 mm Cylinder Radius = 50 mm Spiral Spacing = 32mm.
  5. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/10ibell.pdf
    25 Jul 2007: Load. (kN. ). Test. Predict. Load-dis. profile - C3-20-75-20-125. 0. 200. ... Test. Predict. (a) (b). Load-dis. profile - C3-30-75-20-125. 0. 200.
  6. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/19prakhya.pdf
    12 Jul 2007: The ratios of steel required from SLS to ULS condition varies with the loading regime and could be in the order of 100 to 200% for some cases.
  7. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/03baskaran.pdf
    11 Jul 2007: Control specimens (100 mm cubes and 100 mm diameter and 200 mm height cylinders) were cast from the same batch of concrete and tested on the same day. ... and 6mm single size aggregate in the ratios 0.5:1:2.35:2.87 respectively. Control specimens (100 mm
  8. P:\09-T-N-FL\09242-Chan\Prelims\Prelims

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/185.pdf
    6 Feb 2007: Bedrock. -50 0 50 100 150 200. -100. -50. 0. Elevation (ft).
  9. Implementation and Validation of Schapery-Rand Anisotropic…

    www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf
    18 May 2007: 0 100 200 300 400 500. meridional. strains. hoop. strains. equator.
  10. Thusyanthan, N. I. et al. (2007). Géotechnique 57, No. ...

    www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/182.pdf
    30 Jul 2007: Ele. vatio. n: m. m. 0 s. t. t0. s. 20 10 0 10 200. ... Tens. ion. t: kP. aC. ompr. essi. on. 0 50 100 150 200 250 300100.
  11. FRPRCS-8 Full Paper Format

    www-civ.eng.cam.ac.uk/cjb/concplas/02ashraf.pdf
    11 Jul 2007: 0.8 ( in / )200. cc. f 2f N mmν = (2).

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