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D:\Current_work\Closed-Loop Linkages\SDM_paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Closed-loops_SDM.pdf14 Feb 2003: θB0. = [0](20). At first glance, the matrix equation (20) would ap-pear to be equivalent to 9 scalar equations in 4 un-knowns, not 16, since the 7 equations -
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: 60.81.0. -0.6-0.4-0.10.20.50.71.0. ... H. z). 30. 0 10 20 30 40 50 60 70 80 90. -
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: The accuracy achieved is typically better than 20% on wavelengths and 30%on amplitudes. ... We. started by applying 5 N, then 10 N and finally 20 N. -
Murphey et al AIAA-2003-1829 Traveler-ARM
www-civ.eng.cam.ac.uk/dsl/publications/Murphey_AIAA_Traveler-ARM.pdf17 Feb 2003: 20.280. cantd Ef. l ρ= (2). where ρ is the face sheet mass density.1 Consider the dynamic behavior of this beam as the beam length (l ) is scaled by ... numerically solved using Newton’s method in Mathematica 4.0 (Wolfram Research) for a harmonic -
SDM2003_1978.dvi
www-civ.eng.cam.ac.uk/dsl/publications/Deployable_tensegrity_masts.pdf28 Feb 2003: 2American Institute of Aeronautics and Astronautics. -10 -5 0 5 10 15 20 25 30. ... International Journal of Solids and Structures,30(21):3025–3035, 1993. [20] A. Micheletti. On the kinematics of tenseg-rity towers. -
Crack-based analysis of concrete with brittle reinforcement T. J. ...
www-civ.eng.cam.ac.uk/cjb/papers/p46.pdf28 Feb 2003: Maruyama et al.20. (for example) investigated. dowel-rupture of FRP reinforcement, and suggested. ... 20. MARUYAMA K., HONMA M. and OKAMURA H. Experimental. study on the diagonal tensile characteristics of various fibre. -
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: 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz. ... Relative amplitude. Generator frequency. Mains electricity frequency. 0 10 20 30 40 50 60 70 80 90 100Frequency / Hz. -
March 12, 2003 11:8 Proceedings of OMAE’0322nd International…
www-civ.eng.cam.ac.uk/dsl/publications/OMAE2003-37465.pdf14 Mar 2003: g7 =1. 2wH 20. (. 2 sin φ0 5 sin3 φ0 3 sin5 φ0). ... 20). Further consideration must be given to the location of trun-cation node D. -
Murphey and Hinkle, Hierarchical Space Structures AIAA 200–
www-civ.eng.cam.ac.uk/dsl/publications/HierarchicalSpaceStructures.pdf23 Apr 2003: A material strength limit of 138 MPa (20 Ksi) is also enforced for all elements. ... 0.20.3. Bay Radius. 1 10 100 1,000 10,000M (N-m). 102. 103. -
C:\Documents and Settings\Sergio\My Documents\Papers\Wrinkled…
www-civ.eng.cam.ac.uk/dsl/publications/Barcelonapaper.pdf24 Apr 2003: λ =Rwrin r1. 2π. 2n(20). we can substitute for λ into Equation 19 and solve for n to obtain. ... 20, 200–207, 227–233, 256–262, 279-284 (1929). [2] E. Reissner. On tension field theory.
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