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2 1).1-5) - 9 -
3 ε = ε xx ε xx ε xx (.1 ) z z 1 z ε = ε xx ε x y 0 - ε x y ε xx ε zz (. ) 3 xy ) ε xx, ε zz» ε x y (.3 ) ε ij = ε ij ^ (.4 ) 6) xx, xy ε xx = ε xx + i ε xx ε xy = ε xy + i ε xy (.5 ) (.6 )
4 (.4 ), (.5 ) (.6 ) ε xx = 0, ε xy = 0 (.7 ) xx xy xx '' xy ' ε xx «ε xx (.8 ) α = π λ ε xx ε xx (.9 ) 5) c : t : : n ± : E ± = E x ± = 1 1 e iω n ± z - t c ± ±i E y (.10 ) ε n ± = ε xx ± i ε xy ε xx ± i xy ε xx (.11 ) 7) x E E
5 E = E+ -E - (.1 ). (a) ( E + ) ( E - ) z (.11 ) ( n +, n - ) F l θ F = ω l c n + - n - (.13 ) F (.11 ) E +, E - n +, n - F - 1 -
6 θ F = - ω l c Real n + - n - = - ω l c Real i ε xy ε xx (.14 ) c l Real. (b) E F. (c) E ± F χ F = - Tan -1 tan h ω l c Im (n + - n - ) = - Tan -1 tan h ( ω l c Im i ε xy ε xx ) (.15 ) Im «1 χ F - ω l c Im i ε xy ε xx (.16 ) (.14 ) (.16 ) θ F + i χ F - ω l c i ε xy ε xx (.17 )
7 M M (. ) ε = ε xx M ε x y M 0 - ε x y M ε xx M ε zz M (.18 ) Q ε xy M = - i Q M z (.19 ) M z M z 5) (.17 ) (.19 ) θ F + i χ F V l M z (.0 ) V (Verdet) (.0 )
8 .3 a b h ( b - a ) h ab h ab Γ ab << ω ab (.1 ) a b ii ( ) 5, 8, 9) ε xx (ω) = 1+ 4πNe m ε xy (ω) = πne m Σ a,b β a f ab x ω ab - ω a,b + Γ ab + i ωγab (. ) β a (f ab + -f ab - ) ω ab iω +Γ ab ω ab - ω + Γ ab + i ωγab (.3 ) m e N a a T k
9 β a exp - h ω a kt (.4 ) f x ab, f + ab, f - ab a, b ϕ a, ϕ b f ab x = mω ab h ϕ a * xϕ b dv (.5 ) f ab ± = mω ab h ϕ a * ( x ± iy)ϕ b dv (.6 ) 5) f x ab, f + ab, f - ab (. ) xx f x ab xy (.3 ) f + - ab - f ab f + - ab f ab.. f + ab f - ab 5).4 (a) ( )
10 a 1, a, a n β a1 = 1, β a = β a3 = = 0 (.7 ) a 1 b 1 b f + a1b = f, f - a1b = 0 a 1 b (.7 ) (. ), (.3 ) ε xx = 1 + 4πNe m f ω 0 - ω + Γ ω 0 - ω + Γ + 4Γ ω ε xx = 4πNe m f - ωγ ω 0 - ω + Γ + 4Γ ω ε xy = πne mω 0 ε xy = - πne mω 0 f f Γ ω + ω 0 + Γ ω 0 - ω + Γ + 4Γ ω ω ω + ω 0 + Γ ω 0 - ω + Γ + 4Γ ω (.8 ) (.9 ) (.30 ) (.31 ) (.8 ) (.31 )
11 5) ).4 (b) b 1, b a 1 b 1 a 1 b f a1b1 + = f, f a1b1 - = 0 f a1b + = 0, f a1b - = f (.3 ) h SO SO << Γ = Γ a1b1 = Γ a1b (.33 ) (.3 )
12 f a1b1 + - f a1b1 - = - f a1b + - f a1b - = f (.34 ) xy ' xy " (.30 ), (.31 ) 0 0 ± SO SO ε xy = 4πNe mω 0 ε xy = πne mω 0 f SO f SO Γ ω - ω 0 ω - ω 0 - Γ + 4Γ ω - ω0 (.35 ) ω - ω 0 - Γ ω - ω 0 - Γ + 4Γ ω - ω0 (.36 ).6 xx ', xx "
13 (I) (II) (.14 ), (.16 ) (.9 ).7 5) - 0 -
14 Ia3d.8 1/8 M 3M O 3 5Fe O 3 Fe 3+ 16a ( 6 ) 4d ( 4 ) M 3+ 4c ( 8 ) 96h 3Y O 3 5Fe O 3 (Y 3 Fe 5 O 1 ) 1) 1969 Buhrer BiCa Fe 4 VO 1 14) Bi Bi 8 8 Bi 15 - Bi 3 Fe 5 O 1 18).9 Bi-YIG 18) - 1 -
15 Bi.10 Bi-YIG 19) Bi.11 F ( F,.37 ) 3) F = θ F α (.37 ) Bi-YIG ( RT ) Bi-YIG Bi-YIG Bi Bi 1) YIG O - p 6 Fe 3+ 3d - -
16 ) Bi Bi 3+ 6p O - p ) - 3 -
17 .1 ( a ) ( b ) (.1 ( a ) ) - 4 -
18 .1 ( b ) ).13 3) ( Rotator ).13 ( a ) ( b )
19 Bi 4) 5) 5) 6) - 6 -
20 H 5, 8) P 0 F 45 P P = P 0 e -αl sin 45 + θf - sin 45 (.38 ) F P P 0 e -αl θ F (.39 ) 5) m LED - 7 -
21 ( MO ).15 5) 7).16 8) 9-33) - 8 -
22 34) - 9 -
23 35).17 36) H 37).18 36)
24 - 31 -
25 1) pp.1-4 (1988). ) 3 (1988). 3) (1990). 4) (1995). 5) Vol.57(9), pp (1988). 6) pp.41 (1968). 7) 9, 10 (1968). 8) J. C. Suits, IEEE Trans. Magn., MAG-8, pp (197). 9) F. J. Kahn, P. S. Pershan and J. P. Remeika, Phys. Rev., 186, pp.891 (1969). 10) Vol.9(5), pp (1985). 11) Vol.8(5), pp (1984). 1) S. Geller, H. J. Williams, R. C. Sehrwood and G. P. Espinosa, J. Appl. Phys., 35(6), pp (1964). 13) pp.7-76 (1988). 14) C. F. Buhrer, J. Appl. Phys., Vol.40(11), pp (1969). 15) T. Okuda, T. Katayama, H. Kobayashi, N. Kobayashi, K. Satoh and H. Yamamoto, J. Appl. Phys., Vol.67(9), pp (1990). 16) S. Mino, A. Tate and A. Shibukawa, Proceedings of the 6th International Conference on Ferrites, Tokyo and Kyoto, pp (199). 17) E. Komuro, T. Namikawa and Y. Yamazaki, J. Jpn. Soc. Powder Powder Met., 18) M. Gomi, K. Satoh and M. Abe, Proceedings of the 5th International Confarence of Ferrites, pp.919- (1989). 19) P. Hansen and J. -P. Krumme, Thin Solid Films, 114, pp (1984). 0) 38 pp.7-11 (1985). 1) Vol.48(3), pp (1979). ) Vol.6(5), pp (198). 3) pp.4 (1989). 4) Vol.7(10), pp.13-0 (1987). 5) 38 pp.87-9 (1985). 6) 38 pp (1985). 7) Vol.14(), pp (1985). 8)
26 pp (1985). 9) T. Fujimoto, Y. Kumura, M. Gomi and M. Abe, J. Magn. Soc. Jpn., Vol.15(Sppl. S1), pp (1991). 30) T. Fujimoto, Y. Kumura, M. Gomi and M. Abe, J. Magn. Soc. Jpn., Vol.15(Sppl. S1), pp.67- (1991). 31) K. Nakagawa and A. Itoh, J. Magn. Soc. Jpn., Vol.17(Sppl. S1), pp.78- (1993). 3) 73 pp.1-6 (199). 33) Vol.64(3), pp (1995). 34) 64(3), pp (1995). 35) pp.13 (1988). 36) B. Hill and K. P. Schmidt, Philips J. Res., Vol.33(5/6), pp.11-5 (1978). 37) Vol.11(11), pp (199)
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38 5 Cauchy.,,,,., σ.,, 3,,. 5.1 Cauchy (a) (b) (a) (b) 5.1: 5.1. Cauchy 39 F Q Newton F F F Q F Q 5.2: n n ds df n ( 5.1). df n n df(n) df n, t n. t n = df n (5.1) ds 40 5 Cauchy t l n mds df n 5.3: t
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( ) Note 3 19 12 13 8 8.1 (e ) (µ ) (τ ) ( (ν e,e ) e- (ν µ, µ ) µ- (ν τ,τ ) τ- ) ( ) ( ) (SU(2) ) (W +,Z 0,W ) * 1) 3 * 2) [ ] [ ] [ ] ν e ν µ ν τ e µ τ, e R, µ R, τ R (1a) L ( ) ) * 3) W Z 1/2 ( - )
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d M d t = γ M H + α M d M d t M γ [ 1/ ( Oe sec) ] α γ γ = gµ B h g g µ B h / π γ g = γ = 1.76 10 [ 7 1/ ( Oe sec) ] α α = λ γ λ λ λ α γ α α H α = γ H ω ω H α α H K K H K / M 1 1 > 0 α 1 M > 0 γ α γ =
H 0 H = H 0 + V (t), V (t) = gµ B S α qb e e iωt i t Ψ(t) = [H 0 + V (t)]ψ(t) Φ(t) Ψ(t) = e ih0t Φ(t) H 0 e ih0t Φ(t) + ie ih0t t Φ(t) = [
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3 3. 3.. H H = H + V (t), V (t) = gµ B α B e e iωt i t Ψ(t) = [H + V (t)]ψ(t) Φ(t) Ψ(t) = e iht Φ(t) H e iht Φ(t) + ie iht t Φ(t) = [H + V (t)]e iht Φ(t) Φ(t) i t Φ(t) = V H(t)Φ(t), V H (t) = e iht V (t)e
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145 13 13.1 13.1.1 0 m mg S 13.1 F 13.1 F /m S F F 13.1 F mg S F F mg 13.1: m d2 r 2 = F + F = 0 (13.1) 146 13 F = F (13.2) S S S S S P r S P r r = r 0 + r (13.3) r 0 S S m d2 r 2 = F (13.4) (13.3) d 2
No δs δs = r + δr r = δr (3) δs δs = r r = δr + u(r + δr, t) u(r, t) (4) δr = (δx, δy, δz) u i (r + δr, t) u i (r, t) = u i x j δx j (5) δs 2
No.2 1 2 2 δs δs = r + δr r = δr (3) δs δs = r r = δr + u(r + δr, t) u(r, t) (4) δr = (δx, δy, δz) u i (r + δr, t) u i (r, t) = u i δx j (5) δs 2 = δx i δx i + 2 u i δx i δx j = δs 2 + 2s ij δx i δx j
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1 1.1 ( ). z = a + bi, a, b R 0 a, b 0 a 2 + b 2 0 z = a + bi = ( ) a 2 + b 2 a a 2 + b + b 2 a 2 + b i 2 r = a 2 + b 2 θ cos θ = a a 2 + b 2, sin θ =
1 1.1 ( ). z = + bi,, b R 0, b 0 2 + b 2 0 z = + bi = ( ) 2 + b 2 2 + b + b 2 2 + b i 2 r = 2 + b 2 θ cos θ = 2 + b 2, sin θ = b 2 + b 2 2π z = r(cos θ + i sin θ) 1.2 (, ). 1. < 2. > 3. ±,, 1.3 ( ). A
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変 位 変位とは 物体中のある点が変形後に 別の点に異動したときの位置の変化で あり ベクトル量である 変位には 物体の変形の他に剛体運動 剛体変位 が含まれている 剛体変位 P(x, y, z) 平行移動と回転 P! (x + u, y + v, z + w) Q(x + d x, y + dy, z + dz) Q! (x + d x + u + du, y + dy + v + dv, z +
1. (8) (1) (x + y) + (x + y) = 0 () (x + y ) 5xy = 0 (3) (x y + 3y 3 ) (x 3 + xy ) = 0 (4) x tan y x y + x = 0 (5) x = y + x + y (6) = x + y 1 x y 3 (
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医系の統計入門第 2 版 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 第 2 版 1 刷発行時のものです.
医系の統計入門第 2 版 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. http://www.morikita.co.jp/books/mid/009192 このサンプルページの内容は, 第 2 版 1 刷発行時のものです. i 2 t 1. 2. 3 2 3. 6 4. 7 5. n 2 ν 6. 2 7. 2003 ii 2 2013 10 iii 1987
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(Compton Scattering) Beaming 1 exp [i (k x ωt)] k λ k = 2π/λ ω = 2πν k = ω/c k x ωt ( ω ) k α c, k k x ωt η αβ k α x β diag( + ++) x β = (ct, x) O O x
![(Compton Scattering) Beaming 1 exp [i (k x ωt)] k λ k = 2π/λ ω = 2πν k = ω/c k x ωt ( ω ) k α c, k k x ωt η αβ k α x β diag( + ++) x β = (ct, x) O O x](/thumbs/104/162595168.jpg "(Compton Scattering) Beaming 1 exp [i (k x ωt)] k λ k = 2π/λ ω = 2πν k = ω/c k x ωt ( ω ) k α c, k k x ωt η αβ k α x β diag( + ++) x β = (ct, x) O O x")
Compton Scattering Beaming exp [i k x ωt] k λ k π/λ ω πν k ω/c k x ωt ω k α c, k k x ωt η αβ k α x β diag + ++ x β ct, x O O x O O v k α k α β, γ k γ k βk, k γ k + βk k γ k k, k γ k + βk 3 k k 4 k 3 k
微分積分 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 初版 1 刷発行時のものです.
微分積分 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. ttp://www.morikita.co.jp/books/mid/00571 このサンプルページの内容は, 初版 1 刷発行時のものです. i ii 014 10 iii [note] 1 3 iv 4 5 3 6 4 x 0 sin x x 1 5 6 z = f(x, y) 1 y = f(x)
x () g(x) = f(t) dt f(x), F (x) 3x () g(x) g (x) f(x), F (x) (3) h(x) = x 3x tf(t) dt.9 = {(x, y) ; x, y, x + y } f(x, y) = xy( x y). h (x) f(x), F (x
[ ] IC. f(x) = e x () f(x) f (x) () lim f(x) lim f(x) x + x (3) lim f(x) lim f(x) x + x (4) y = f(x) ( ) ( s46). < a < () a () lim a log xdx a log xdx ( ) n (3) lim log k log n n n k=.3 z = log(x + y ),
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SO(3) 49 u = Ru (6.9), i u iv i = i u iv i (C ) π π : G Hom(V, V ) : g D(g). π : R 3 V : i 1. : u u = u 1 u 2 u 3 (6.10) 6.2 i R α (1) = 0 cos α
SO(3) 48 6 SO(3) t 6.1 u, v u = u 1 1 + u 2 2 + u 3 3 = u 1 e 1 + u 2 e 2 + u 3 e 3, v = v 1 1 + v 2 2 + v 3 3 = v 1 e 1 + v 2 e 2 + v 3 e 3 (6.1) i (e i ) e i e j = i j = δ ij (6.2) ( u, v ) = u v = ij
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c y /2 ddy = = 2π sin θ /2 dθd /2 [ ] 2π cos θ d = log 2 + a 2 d = log 2 + a 2 = log 2 + a a 2 d d + 2 = l
![c y /2 ddy = = 2π sin θ /2 dθd /2 [ ] 2π cos θ d = log 2 + a 2 d = log 2 + a 2 = log 2 + a a 2 d d + 2 = l](/thumbs/85/91372642.jpg "c y /2 ddy = = 2π sin θ /2 dθd /2 [ ] 2π cos θ d = log 2 + a 2 d = log 2 + a 2 = log 2 + a a 2 d d + 2 = l")
c 28. 2, y 2, θ = cos θ y = sin θ 2 3, y, 3, θ, ϕ = sin θ cos ϕ 3 y = sin θ sin ϕ 4 = cos θ 5.2 2 e, e y 2 e, e θ e = cos θ e sin θ e θ 6 e y = sin θ e + cos θ e θ 7.3 sgn sgn = = { = + > 2 < 8.4 a b 2
(1.2) T D = 0 T = D = 30 kn 1.2 (1.4) 2F W = 0 F = W/2 = 300 kn/2 = 150 kn 1.3 (1.9) R = W 1 + W 2 = = 1100 N. (1.9) W 2 b W 1 a = 0
1 1 1.1 1.) T D = T = D = kn 1. 1.4) F W = F = W/ = kn/ = 15 kn 1. 1.9) R = W 1 + W = 6 + 5 = 11 N. 1.9) W b W 1 a = a = W /W 1 )b = 5/6) = 5 cm 1.4 AB AC P 1, P x, y x, y y x 1.4.) P sin 6 + P 1 sin 45
18 I ( ) (1) I-1,I-2,I-3 (2) (3) I-1 ( ) (100 ) θ ϕ θ ϕ m m l l θ ϕ θ ϕ 2 g (1) (2) 0 (3) θ ϕ (4) (3) θ(t) = A 1 cos(ω 1 t + α 1 ) + A 2 cos(ω 2 t + α
18 I ( ) (1) I-1,I-2,I-3 (2) (3) I-1 ( ) (100 ) θ ϕ θ ϕ m m l l θ ϕ θ ϕ 2 g (1) (2) 0 (3) θ ϕ (4) (3) θ(t) = A 1 cos(ω 1 t + α 1 ) + A 2 cos(ω 2 t + α 2 ), ϕ(t) = B 1 cos(ω 1 t + α 1 ) + B 2 cos(ω 2 t
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1 (Berry,1975) 2-6 p (S πr 2 )p πr 2 p 2πRγ p p = 2γ R (2.5).1-1 : : : : ( ).2 α, β α, β () X S = X X α X β (.1) 1 2
2005 9/8-11 2 2.2 ( 2-5) γ ( ) γ cos θ 2πr πρhr 2 g h = 2γ cos θ ρgr (2.1) γ = ρgrh (2.2) 2 cos θ θ cos θ = 1 (2.2) γ = 1 ρgrh (2.) 2 2. p p ρgh p ( ) p p = p ρgh (2.) h p p = 2γ r 1 1 (Berry,1975) 2-6
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ＮＭＲの信号がはじめて観測されてから４７年になる。その後、ＮＭＲは１９６０年前半までPhys. Rev.等の物理学誌上を賑わせた。１９６０年代後半、物理学者の間では”ＮＭＲはもう死んだ”とささやかれたということであるが（１）、しかし、これほど発展した構造、物性の
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1. 1 A : l l : (1) l m (m 3) (2) m (3) n (n 3) (4) A α, β γ α β + γ = 2 m l lm n nα nα = lm. α = lm n. m lm 2β 2β = lm β = lm 2. γ l 2. 3
1. 1 A : l l : (1) l m (m 3) (2) m (3) n (n 3) (4) A 2 1 2 1 2 3 α, β γ α β + γ = 2 m l lm n nα nα = lm. α = lm n. m lm 2β 2β = lm β = lm 2. γ l 2. 3 4 P, Q R n = {(x 1, x 2,, x n ) ; x 1, x 2,, x n R}
d > 2 α B(y) y (5.1) s 2 = c z = x d 1+α dx ln u 1 ] 2u ψ(u) c z y 1 d 2 + α c z y t y y t- s 2 2 s 2 > d > 2 T c y T c y = T t c = T c /T 1 (3.
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5 S 2 tot = S 2 T (y, t) + S 2 (y) = const. Z 2 (4.22) σ 2 /4 y = y z y t = T/T 1 2 (3.9) (3.15) s 2 = A(y, t) B(y) (5.1) A(y, t) = x d 1+α dx ln u 1 ] 2u ψ(u), u = x(y + x 2 )/t s 2 T A 3T d S 2 tot S
ω 0 m(ẍ + γẋ + ω0x) 2 = ee (2.118) e iωt x = e 1 m ω0 2 E(ω). (2.119) ω2 iωγ Z N P(ω) = χ(ω)e = exzn (2.120) ϵ = ϵ 0 (1 + χ) ϵ(ω) ϵ 0 = 1 +
2.6 2.6.1 ω 0 m(ẍ + γẋ + ω0x) 2 = ee (2.118) e iωt x = e 1 m ω0 2 E(ω). (2.119) ω2 iωγ Z N P(ω) = χ(ω)e = exzn (2.120) ϵ = ϵ 0 (1 + χ) ϵ(ω) ϵ 0 = 1 + Ne2 m j f j ω 2 j ω2 iωγ j (2.121) Z ω ω j γ j f j
A (1) = 4 A( 1, 4) 1 A 4 () = tan A(0, 0) π A π
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m(ẍ + γẋ + ω 0 x) = ee (2.118) e iωt P(ω) = χ(ω)e = ex = e2 E(ω) m ω0 2 ω2 iωγ (2.119) Z N ϵ(ω) ϵ 0 = 1 + Ne2 m j f j ω 2 j ω2 iωγ j (2.120)
2.6 2.6.1 mẍ + γẋ + ω 0 x) = ee 2.118) e iωt Pω) = χω)e = ex = e2 Eω) m ω0 2 ω2 iωγ 2.119) Z N ϵω) ϵ 0 = 1 + Ne2 m j f j ω 2 j ω2 iωγ j 2.120) Z ω ω j γ j f j f j f j sum j f j = Z 2.120 ω ω j, γ ϵω) ϵ
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z f(z) f(z) x, y, u, v, r, θ r > 0 z = x + iy, f = u + iv C γ D f(z) f(z) D f(z) f(z) z, Rm z, z 1.1 z = x + iy = re iθ = r (cos θ + i sin θ) z = x iy
z fz fz x, y, u, v, r, θ r > z = x + iy, f = u + iv γ D fz fz D fz fz z, Rm z, z. z = x + iy = re iθ = r cos θ + i sin θ z = x iy = re iθ = r cos θ i sin θ x = z + z = Re z, y = z z = Im z i r = z = z
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1 n A a 11 a 1n A =.. a m1 a mn Ax = λx (1) x n λ (eigenvalue problem) x = 0 ( x 0 ) λ A ( ) λ Ax = λx x Ax = λx y T A = λy T x Ax = λx cx ( 1) 1.1 Th
1 n A a 11 a 1n A = a m1 a mn Ax = λx (1) x n λ (eigenvalue problem) x = ( x ) λ A ( ) λ Ax = λx x Ax = λx y T A = λy T x Ax = λx cx ( 1) 11 Th9-1 Ax = λx λe n A = λ a 11 a 12 a 1n a 21 λ a 22 a n1 a n2
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. P (, (0, 0 R {(,, R}, R P (, O (0, 0 OP OP, v v P (, ( (, (, { R, R} v (, (, (,, z 3 w z R 3,, z R z n R n.,..., n R n n w, t w ( z z Ke Words:. A P 3 0 B P 0 a. A P b B P 3. A π/90 B a + b c π/ 3. +
(iii) 0 V, x V, x + 0 = x. 0. (iv) x V, y V, x + y = 0., y x, y = x. (v) 1x = x. (vii) (α + β)x = αx + βx. (viii) (αβ)x = α(βx)., V, C.,,., (1)
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A = A x x + A y y + A, B = B x x + B y y + B, C = C x x + C y y + C..6 x y A B C = A x x + A y y + A B x B y B C x C y C { B = A x x + A y y + A y B B
9 7 A = A x x + A y y + A, B = B x x + B y y + B, C = C x x + C y y + C..6 x y A B C = A x x + A y y + A B x B y B C x C y C { B = A x x + A y y + A y B B x x B } B C y C y + x B y C x C C x C y B = A
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zz + 3i(z z) + 5 = 0 + i z + i = z 2i z z z y zz + 3i (z z) + 5 = 0 (z 3i) (z + 3i) = 9 5 = 4 z 3i = 2 (3i) zz i (z z) + 1 = a 2 {
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t χ F Q t χ F µ, σ N(µ, σ ) f(x µ, σ ) = ( exp (x ) µ) πσ σ 0, N(0, ) (00 α) z(α) t χ *. t (i)x N(µ, σ ) x µ σ N(0, ) (ii)x,, x N(µ, σ ) x = x+ +x N(µ, σ ) (iii) (i),(ii) z = x µ N(0, ) σ N(0, ) ( 9 97.
振動工学に基礎
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SO(3) 7 = = 1 ( r ) + 1 r r r r ( l ) (5.17) l = 1 ( sin θ ) + sin θ θ θ ϕ (5.18) χ(r)ψ(θ, ϕ) l ψ = αψ (5.19) l 1 = i(sin ϕ θ l = i( cos ϕ θ l 3 = i ϕ
SO(3) 71 5.7 5.7.1 1 ħ L k l k l k = iϵ kij x i j (5.117) l k SO(3) l z l ± = l 1 ± il = i(y z z y ) ± (z x x z ) = ( x iy) z ± z( x ± i y ) = X ± z ± z (5.118) l z = i(x y y x ) = 1 [(x + iy)( x i y )
ＮＭＲの信号がはじめて観測されてから４７年になる。その後、ＮＭＲは１９６０年前半までPhys. Rev.等の物理学誌上を賑わせた。１９６０年代後半、物理学者の間では”ＮＭＲはもう死んだ”とささやかれたということであるが（１）、しかし、これほど発展した構造、物性の
8. CW-NR Bloch[]Z (longitudinal relaxation timexy (transversal relaxation timebloembergen [] Bloch Bloembergen Bloch (3.. d d d x z = ( ω ω = ωz + ( ω ω x = ω ( z x (8..a (8..b (8..c = z = z θ = ω t (
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1 1980 1) 1 2 3 19721960 1965 2) 1999 1 69 1980 1972: 55 1999: 179 2041999: 210 211 1999: 211 3 2003 1987 92 97 3) 1960 1965 1970 1985 1990 1995 4) 1. d ij f i e i x i v j m a ij m f ij n x i = n d ij
2 R U, U Hausdorff, R. R. S R = (S, A) (closed), (open). (complete projective smooth algebraic curve) (cf. 2). 1., ( ).,. countable ( 2 ) ,,.,,
15, pp.1-13 1 1.1,. 1.1. C ( ) f = u + iv, (, u, v f ). 1 1. f f x = i f x u x = v y, u y = v x.., u, v u = v = 0 (, f = 2 f x + 2 f )., 2 y2 u = 0. u, u. 1,. 1.2. S, A S. (i) A φ S U φ C. (ii) φ A U φ
B 1 B.1.......................... 1 B.1.1................. 1 B.1.2................. 2 B.2........................... 5 B.2.1.......................... 5 B.2.2.................. 6 B.2.3..................
2.2 h h l L h L = l cot h (1) (1) L l L l l = L tan h (2) (2) L l 2 l 3 h 2.3 a h a h (a, h)
1 16 10 5 1 2 2.1 a a a 1 1 1 2.2 h h l L h L = l cot h (1) (1) L l L l l = L tan h (2) (2) L l 2 l 3 h 2.3 a h a h (a, h) 4 2 3 4 2 5 2.4 x y (x,y) l a x = l cot h cos a, (3) y = l cot h sin a (4) h a
A
A05-132 2010 2 11 1 1 3 1.1.......................................... 3 1.2..................................... 3 1.3..................................... 3 2 4 2.1............................... 4 2.2
O1-1 O1-2 O1-3 O1-4 O1-5 O1-6
O1-1 O1-2 O1-3 O1-4 O1-5 O1-6 O1-7 O1-8 O1-9 O1-10 O1-11 O1-12 O1-13 O1-14 O1-15 O1-16 O1-17 O1-18 O1-19 O1-20 O1-21 O1-22 O1-23 O1-24 O1-25 O1-26 O1-27 O1-28 O1-29 O1-30 O1-31 O1-32 O1-33 O1-34 O1-35
x E E E e i ω = t + ikx 0 k λ λ 2π k 2π/λ k ω/v v n v c/n k = nω c c ω/2π λ k 2πn/λ 2π/(λ/n) κ n n κ N n iκ k = Nω c iωt + inωx c iωt + i( n+ iκ ) ωx
x E E E e i ω t + ikx k λ λ π k π/λ k ω/v v n v c/n k nω c c ω/π λ k πn/λ π/(λ/n) κ n n κ N n iκ k Nω c iωt + inωx c iωt + i( n+ iκ ) ωx c κω x c iω ( t nx c) E E e E e E e e κ e ωκx/c e iω(t nx/c) I I
.2 ρ dv dt = ρk grad p + 3 η grad (divv) + η 2 v.3 divh = 0, rote + c H t = 0 dive = ρ, H = 0, E = ρ, roth c E t = c ρv E + H c t = 0 H c E t = c ρv T
NHK 204 2 0 203 2 24 ( ) 7 00 7 50 203 2 25 ( ) 7 00 7 50 203 2 26 ( ) 7 00 7 50 203 2 27 ( ) 7 00 7 50 I. ( ν R n 2 ) m 2 n m, R = e 2 8πε 0 hca B =.09737 0 7 m ( ν = ) λ a B = 4πε 0ħ 2 m e e 2 = 5.2977
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φ φ φ φ κ κ α α μ μ α α μ χ et al Neurosci. Res. Trpv J Physiol μ μ α α α β in vivo β β β β β β β β in vitro β γ μ δ μδ δ δ α θ α θ α In Biomechanics at Micro- and Nanoscale Levels, Volume I W W v W