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Delivered by ICEVirtualLibrary.com to: IP: 129.169.110.8 On: Tue, 02…
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/207.pdf2 Aug 2011: ds. s 2 tan opd. as before, we can obtain. tan op tan ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi. ... 1 þ 2A tan A2p. op tan1tan -
Uniaxial and eccentric compressive behaviour of spirally confined…
www-civ.eng.cam.ac.uk/cjb/papers/cp53.pdf20 Dec 2001: TABLE 2. CONCRETE MIX DESIGN. Material Quantity, kg/m3 Percentage by weight, %. aggregate (5 mm) 973 43.7. sand 703 31.6. OP cement 373 16.8. -
E:CURRENT_WORKBI-STABLE_SHELLS_SDMPAPER_SDM.DVI
www-civ.eng.cam.ac.uk/dsl/publications/bistable.pdf8 Feb 2000: At this point, the edge momentswere removed by running a new load step, with the op-tion op=new. -
Lrs Vs 01.~ 01 I ~ I I ~l ...
www-civ.eng.cam.ac.uk/geotech_new/publications/TR/TR06.pdf7 Jul 2009: i, i.e. curve OP, has passed beyond its peak strength and is. ... experiment over curve portions OP must be considered fortuitous. since it is known that the experimentally determined passive. -
p96s41.PDF
www-civ.eng.cam.ac.uk/cjb/papers/p36.pdf19 Jan 2001: By controlling thebond at particular locations along the beam, the designer can op-timize both the ultimate capacity and the rotation capacity of abeam. -
TechRep_1.dvi
www-civ.eng.cam.ac.uk/dsl/publications/CRTS_vibration.pdf26 Mar 2001: Then, in the next step(frequency extraction step), the boundary conditions are changed to the actualones, described above, by using BOUNDARY, OP=NEW option. ... Then, in the frequency analysisstep, the boundary conditions are released while the nodes at -
AIAA 2004-1529Multi-Configuration Space FramesT. Schioler and S.…
www-civ.eng.cam.ac.uk/dsl/Schioler/publications/SDM2004.pdf30 Jan 2005: 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. -
t07-037 977..996
www-civ.eng.cam.ac.uk/geotech_new/people/bolton/mdb_pub/184.pdf21 Jul 2008: Figure 7 shows thatthe best agreement between the experimental data and thetheoretical solutions is found by using an operative strengthequal to the geometric mean, su;op ðsu;pen su;extÞ1=2. -
The Structural Engineer Journal
www-civ.eng.cam.ac.uk/cjb/papers/p56.pdf6 Jun 2006: ûƒ¤þ cGru#ß_|¿ipÉ?4ÖŒŽÞX»Œý‘óþÈãNÌFÄx|y¤ÃBXL¢oFåa=2˜‰K C&Hz>hFŸ‹—¡ìà «þÜõaîE.›Îæš|å{ÍÇ0ïøud/a«CÔÚÝÁÁ2ÐÎCkÆc:î 1ãÑ!›ž@þ?ç ÿLÚqG0xãÖ?õ/öHãPË6=ÓP"ZŸ$W†¥ø = -
D:\Papers\Optimization cover plates\cover-plates-paper.dvi
www-civ.eng.cam.ac.uk/dsl/publications/cover-plates-paper.pdf10 Jan 2004: area functions. The size of the hinges of the bar structure is considered in the op-.
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