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17 Aug 2001: slope. Each cylinder length shortens.Each radius swells. Stress circles increase in size and are tangential to the pair of lines OP andOp′ in Fig.

30 Mar 2004: For a more detailed comparison, the predicted hor-izontal displacement of the truss was 319 mm as op-posed to the measured value of 338 mm.

28 Nov 2013: SS. T(D. )e,. OC. R,. p9. (6)1. 0L. oP. rest. iet. ... ed,is. otr. op. ical. lyo. ran. iso. tro. pic. ally. con.

17 May 2005: The folding concept is both simple and effective: op-posite edges of the reflector are pulled towards eachother by about half of their original distance and areheld in place by tie

18 Feb 2002: This op-tion equates the global displacements and rotations ofthe two nodes that are tied together.

7 May 2002: 2D NAPL experiments using. the CU y-radiation system. H. Coumoulos, C. Kechavarzi,. K. Soga and T. lIIangasekare. CUEDill-SOILffR309 (Jan. 1999). """'" ,. INTRODUCTION. Under the collaboration between The University of Cambridge and The University of

22 Mar 2002: geometries, numerical solutions are the only viable op-tion. The first finite element algorithm to incorporatewrinkling theory[12, 13] iteratively modified the mem-brane stiffness until all compressive stresses had beeneliminated.

7 Jul 2004: STEP, INC=1000, NLGEOM. coords:. STATIC,STABILIZE,FACTOR=1e-8. 0.00001, 1, 1.E-30,0.02. BOUNDARY, OP=NEW. 2000, 1, 3.

29 Mar 2004: The first stage of the design process involved op-timising the geometry of the structure to maximisethe available jumping energy for given (leaf and tape)spring characteristics.

23 Feb 2006: The model boundaryconditions were modified by using the BOUNDARY, OP=MOD option. ... Without changing the boundary conditions, T1 was increased to 20 N byusing the LOAD, OP=MOD command while keeping T2 constant at 5 N.