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D:\Current_work\Wrinkles in solar sails SDM\SDM_2003\SDM-paper-03.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Wrinkle-amplitudes-solar-sails_SDM.pdf14 Feb 2003: θm = νσrE. (24). Wrinkles will form when the geometric hoop strainis larger than the material strain, hence from Equa-tions 8, 22, 23 and 24, we obtain. ... t (mm) Eq. 37 (mm) Exp. (mm) FE (mm). 0.025 24.7 25.4 22.30.050 41.5 33.9 35.6. -
D:\Papers\Vibration wrinkled membranes SDM\SDM_Paper_2003.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Vibration_wrinkled_membranes_SDM.pdf14 Feb 2003: Mode 22 (41.81 Hz) Mode 23 (41.98 Hz) Mode 24 (44.32 Hz). -
A:\OCT98.WPD
https://www.robinson.cam.ac.uk/iar1/teaching/eqem/eqem_oct98.pdf16 Feb 2003: 1 x1 2. xi (i 1, 2). p1 1, p2 4, m 24 and 12. ,. -
Murphey et al AIAA-2003-1829 Traveler-ARM
www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf17 Feb 2003: α. α. =. =. (24). where I is the rotational inertia of a link. ... Again, the equation gives the average acceleration at time t. Equations (22) and (24) form a linear system of six equations with six unknowns. -
https://people.ast.cam.ac.uk/~xmmssc/xid-imaging/wfc_bynight.txt
https://people.ast.cam.ac.uk/~xmmssc/xid-imaging/wfc_bynight.txt19 Feb 2003: Y:Y 2000-06-24:WFS-nonXID:Y:Y /data/cass03a/mike/wfs_jun2000/:Y:Y:Y:Y:Y:Y:Y:0.083/0.005/0.020/15:./lplogs/20000624.int:: ... nonsurvey/itp_dec2000_reduced/:Y:Y:Y:S:S:S:S:0.097/0.005/0.025/23:./lplogs/20001217.int:: 2001-01-24:ITP-AXIS:Y:Y -
Boundary rigidity for Lagrangian submanifolds, non–removable…
https://www.dpmms.cam.ac.uk/~gpp24/intlag.pdf19 Feb 2003: fV,µ(ω) :=M. ω(V ) dµ. Sullivan [Sul, Prop. II.24] shows that this map yields continuous bijections be-tween. -
Albie Sachs visits Cambridge | University of Cambridge
https://www.cam.ac.uk/news/albie-sachs-visits-cambridge21 Feb 2003: Lectures. Mondy 24 February. "Problems of sustainable development: do you have to be white to be green?". -
Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: strains’ of Y 0:25% (suggested by the Eurocreteproject. 24), and Y 0:45% (proposed in ‘The Sheffield. ... 24. CLARKE J. L. and O’REGAN D. P. Design of concrete structures. -
SDM2003_1978.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf28 Feb 2003: Pak. Deployable tensegrity structures.Fourth-year undergraduate project report, 24 May2000. Department of Engineering, University ofCambridge, Cambridge, UK. -
GROUND-BORNE VIBRATIONS DUE TO PILING OPERATIONS
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/132_BGA_2003_743_756.pdf3 Mar 2003: 170 kW 27Hz vibrohammer. <6 (3 mm/s) 3.5 m 39.5 m 18.5 m 6-26 (2.3 mm/s) 4.5 m 51.5 m 24.1
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