Search
Search Funnelback University
- Refined by:
- Date: 2004
11 -
20 of
36
search results for KaKaoTalk:vb20 200 |u:www-civ.eng.cam.ac.uk
where 0
match all words and 36
match some words.
Results that match 1 of 2 words
-
gt490110 133..141
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/77_Geotechnique_No49_Is1_133_141.pdf5 Jan 2004: 1400. 1200. 1000. 800. 600. 400. 200. 00 0.5 1.5 2.5 3.51 2 3. ... 700. 650. 600. 550. 500. 450. 4000 100 200 300 400 500 600 700 800 900 1000. -
SDM04.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Ultrathin_antennas_Paper.pdf31 Mar 2004: 80 θ 1000.005D w 0.05D. 2 γ, η 200.5 mm ts 2 mm. ... The geometry was created by im-porting the coordinates of 200 points along a rib and areinforcing curve into the PATRAN2 preprocessor. -
gt500315 315..318
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/70c_Geotechnique_No50_Is3_315_318.pdf6 Jan 2004: 200 400 600 800 1000 1200A: mm2. (c). A: mm2(b). 0 5 10 15A: mm2. ... failu. re: N. 0 50 100 150 200 300250. Average d 2 at failure: mm2. -
D:\Papers\Bistable prestressed shells\Paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Kebadze-Guest-Pellegrino_revised.pdf17 Feb 2004: 0.05. 0.05. z (mm). -200 200 σx (N/mm2). (a). -0.05. 0.05. ... 200 200. z (mm). σy (N/mm2). (b). Figure 16: Predicted stress distribution in test case 3, after forming. -
D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 Jan 2004: 1 2 4 6 8 10 12 14 16 18 200. -
White, D. J., Take, W. A. & Bolton, M. ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/133_Geotechnique_No53_Issue7_619_632.pdf5 Jan 2004: 0. 200. 400. 600. 800. 1000. 0 400 800 1200 1600Horizontal pixel coordinate, v. ... 100. 80. 60. 40. 20. 00 50 100 150 200. Horizontal coordinate: mm. -
Evaluation of Shear Modulus and Damping in Dynamic Centrifuge ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR336.pdf12 Oct 2004: Vs (m/s) 200 145-170 70 70. Permeability k (m/s) N/A 10-4 5 x 10-8 N/A. ... shear moduli and damping between pairs. 2004. 200],. t',h0,. proceed to the stress-strain loops. -
D:\Current_work\Deployable_Reflector_Concept_SDM\Paper_SDM.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Reflector_concept_Paper.pdf29 Mar 2004: Two types of weaves were con-sidered: 0.2 mm thick, 200 gsm 2 2 twill; and 0.11mm thick, 94 gsm plain weave. -
325 Lee, C. J., Bolton, M. D. & Al-Tabbaa, ...
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/119_Geotechnique_No52_Issue5_325_335.pdf5 Jan 2004: Similar observations,. 0. 5. 10. 15. 200 50 100 200150. Surface loading: kPa(a). ... 15. –20. 0. Ele. vatio. n: m. 0 0 100 200 300 400–20–10102030 –30. -
D:\Current_work\Asymmetrically-Bistable Structure…
www-civ.eng.cam.ac.uk/dsl/publications/Asymmetrically-Bistable_SDM_Paper.pdf29 Mar 2004: Several working prototypes of Electro-activePolymer Artificial Muscles (EPAMs) have been made.Current prototypes exhibit large strains up to 200%and an available force of ten times the weight of thedevice.
Search history
Recently clicked results
Recently clicked results
Your click history is empty.
Recent searches
Recent searches
Your search history is empty.