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Modelling of Anisotropic Viscoelastic Behaviour in Super-Pressure…
www-civ.eng.cam.ac.uk/dsl/publications/Anisotropic%20viscoelastic%20behaviour.pdf10 Apr 2007: εti = gt0S. 0ij D0σ. tj g. t1. t0. Sij D(ψtψτ ) d(g. ... qtj,n = exp(λnψt)qttj,n 1 exp(λnψt). λnψt (gt2σ. tj gtt2 σttj ) (7). -
E:CURRENT_WORKKINEMATIC_BIFURCATIONS_IACMPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/kinematic.pdf28 Mar 2000: If. |Ti Tj|||Ti||||Tj|| ' 1 for any j = 1,. , (i 1) (22). -
Implementation and Validation of Schapery-Rand Anisotropic…
www-civ.eng.cam.ac.uk/dsl/publications/paper.pdf18 May 2007: εti = gt0S. 0ij D0σ. tj g. t1. t0. Sij D(ψtψτ ) d(g. -
E:CURRENT_WORKTENSEGRITY_FORM-FINDINGPAPER.DVI
www-civ.eng.cam.ac.uk/dsl/publications/tensegrity.pdf2 Apr 2001: Consider a state of self-stress for the structure and let tj be the axial force in a generic cable. ... tj > 0 for j = 1, 2,. , M (33). -
Deployable Tensegrity Structures for Space Applications
www-civ.eng.cam.ac.uk/dsl/publications/TibertDocThesis.pdf30 Jul 2002: TRITA-MEK Technical Report 2002:04 ISSN 0348-467XISRN KTH/MEK/TR--02/04--SE. Deployable Tensegrity Structuresfor Space Applications. Gunnar Tibert. Royal Institute of TechnologyDepartment of Mechanics. Doctoral ThesisStockholm, 2002. Deployable
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