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2 Aug 2011: ds. s 2 tan opd. as before, we can obtain. tan op tan ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi. ... 1 þ 2A tan A2p. op tan1tan

20 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.

8 Feb 2000: At this point, the edge momentswere removed by running a new load step, with the op-tion op=new.

7 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.

19 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.

26 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

30 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.

21 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.

6 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 =

10 Jan 2004: area functions. The size of the hinges of the bar structure is considered in the op-.