... ym3D & pl. const h1ym=4D !wym1D ! pl. + suffix lha settle down ? tent lh4a f+ I. wFlh0a1 sg. + suffix μyl5h1a f pl.abs. yl3h0a1 pl.const. ˇyl=4h1a f pl. + suffix vmj √ dubious I. vm3j 1 five (with f. nouns) vm3j 8 const. hV1m5j 8(with ...
... yM = 3 d and zM = h in Equation (2.56) one can calculate d 2 k k k d MOx = mg + F N h − FM 3 l MOy = −mg 2 − FLh + FMl MOz = FLd. The Ox, Oy and Oz coordinates of points A, B, C, D, E, N are introduced in MATLAB using: items_sxy ...
... ym - 3 - d < ( +2 ) XEBR Ig ( x ) | < r -α \\ dg ( x ) Ig ( x ) 1 dx1 ^ ... Ʌdxm ( 1g ( x ) 1 + 1x - y12 ) 21x - ym - 4 - d 1 1-8 Ig ( x ) 1 ' ix - yl ' for all yεBR and r > 0 . Since 18 ( x ) 1 - ∞ ( 1g ( x ) 1 + 1x - y12 ) 21x - yl - 4 ...
... Y. M. 3 D. 7 8 5 11 4 1 July 1852 4 7 21 20 Mar. 1857 4 4 16 " " 30 April 1857 31 May 1859 23 April 1859 6 July 1865 1 Feb. 1866 11 Nov. 1868 99 10 Dec. 1868 26 Jan. 1874 39 4 Mar. 1874 25 Mar. 1880 39 29 April 1880 18 Νον . 1885 12 Jan ...
... Y M 3 D 06/24/93 PV 6,621 。 A 07/01/93 3 I Y 3 3 D 05/07/93 P 05/07/93 60,000 891,250 VP 06/23/93 P 06/23/93 D 06/29/93 06/29/93 S D 05/11/93 J D 06/15/93 J I 06/15/93 11,777 209 28,572 32,418 OD 04/26/93 MV A 04 / 26 / 93Q IA OD 02/10/93 ...
... Y.M. , 3 - D F.E. analysis of anisotropic brittle dynamic damage in gravity dam due to blast - impact load . Chin . J. Rock Mech . Eng . , 25 ( 8 ) , 1598-1605 , in Chinese ( 2006 ) . [ 1-50 ] Qiu Z.H. , Zhang W.H. , Li. 12 1 Introduction.
... Ym3D ym A combination of equations ( 13 ) , ( 18 ) and ( 19 ) will yield the value of sym in the three - dimensional case . The location of this value is still given by equation ( 14 ) . The distribution of s / sym should be calculated ...
... Ym ) . 3 d - dimension of lattice after applying NC , B ' ← submatrix consisting of the first d rows and columns of B. 4 Implement the LLL algorithm on B ' . 5 Convert the first m rows of B ' to polynomials f1 , ... , fm , and solve ...
... Ym3d @ do Οφ 60 2 2 { [ ( 24 + 1 ) ( 2 ) ; + 1 ) ( 2 ) , +1 ) μ313 ( h h h ) ( h ht1 ja ) m1 M2 0 × [ ( j1 + j2 + j3 + 2 ) ( j1 + j2 − j3 + 1 ) ( j3 + j2 − j1 + 1 ) ( j3 + j1 — ƒ1⁄2 ) ] 1 / 2 ( 2.6 ) which is the simplest form to use ...
... Ym ) ... 3 D ( w1 ) D ( W2 , ... , Wm ) = D ( z1 ) D ( Z2 , Zm ) D ( w1 , W2 , ... , Wm ) 2 = 2 hence , formula ( 1 ) is valid for any n . D ( Z1 , Z2 , ... , Zm ) II Every bounded operator A in L2 ( W ) 423 APPENDIX.