南京师大学报 自然科学版 第 35 卷第 3 期 0 年 因有两个 第一 这是一个经典简并系统 KAM 定理的条件不满足 文献上非 KAM 系统研究的很少 第二 由于该系统数值处理上较困难 本征值 本征态 能谱统计等方面的研究结果还没有看到过报导 系统的经典动力学 一维周期受击简谐振子系统的哈密顿量
|
|
- 撷 池
- 5 years ago
- Views:
Transcription
1 JOURNA OF NANJING NORMA UNIVERITYNatural cience Edition Vol 35 No 3 ept κ Poisson κ = 30 κ = < 0 > 0 κ = 0 3 Σ γ γ κ 043 A Classical Dynamics and Quasi-Energy pectral tatistics of a Periodically Kicked Harmonic Oscillator Yang huangbo Wei Dong chool of Physics and TechnologyNanjing Normal UniversityNanjing 0046China AbstractThis paper studies the classical dynamics and quasienergy spectral statistics for a periodically kicked Harmonic oscillator system under the nonresonance condition It is found that as we increase the kicking strength κand the phase space structure starts from tori for integrable system to completely chaotic for nonintegrable system the nearest neighbor spacing distribution for the quasienergy spectral keeps the Poissonian distributionand this is similar to that of the periodically kicked free rotor The result of spectral rigidities shows that except the case of κ = 30the rigidities for κ = bunched increase linearly with for < 0 and spread increase nonlinearly with and the rigidity for κ = 0 3 tends to saturation for > 0 The number variance Σ skewness γ excess γ are not sensitive to the change of κ Key wordschaosquasienergynearest neighbor spacing distributionspectral rigidityhigher moment 3 3 t -9 Casati D Wintgen H Marxer Wigner GOE D Kilbane 3 k Poisson Wigner RMT Poisson Wigner GOE Eric Heller 4 scar yangshuangbo@ njnu edu cn 37
2 南京师大学报 自然科学版 第 35 卷第 3 期 0 年 因有两个 第一 这是一个经典简并系统 KAM 定理的条件不满足 文献上非 KAM 系统研究的很少 第二 由于该系统数值处理上较困难 本征值 本征态 能谱统计等方面的研究结果还没有看到过报导 系统的经典动力学 一维周期受击简谐振子系统的哈密顿量被写为 p H = + μωc x + κcosx δ t nt = H0 + κcosx δ t nt μ n = n = 它的正则运动方程为 p H H = p = = μωc x + κsinx δ t nt p μ x n = 对运动方程在一个周期 nt 0 n + T 0 内积分我们得到如下的映射方程 x = ( x x n + = ( x n + = ) κ sinx n cosω c T ω c x n sinω c T μ sinω c T κ + x n cosω c T x n + sinx n ωc μ + n 3 ) 4 ωc πq q 为简单有理数时 为谐振 ω 打击 此时系统称为谐振系统 它的经典动力学已在文献 5 中讨论过了 在这篇文章中 我们取 q 为无理 这里 κ 是打击强度 令 ω 为打击频率 T 为周期 则当 ω c T = π 数 即非谐振系统 仍然采用自然单位 即取 μ = ω c = = H0 = 0 KAM 定理的条件不被满足 相空间不存在 KAM 不变环 非谐 I 振下 相空间结构随打击强度 κ 变化 当 κ 很小时 同心圆或者环充满相空间 随着 κ 增大 越来越多的环从 简谐振子系统是经典简并系统 外面 高能量处 逐渐被破坏 直到圆心 能量最小 处 其破坏机制并非清楚 图 a f 显示不同打击强 5 可以看出当 κ = 0 3 时 相空间充满了环 度下一个非谐振系统的相空间结构 其频率比为 q = 槡 b κ=08 d κ=0 c κ=5 e κ=6 图 Fig 38 f κ=300 a κ=03 5 不同打击强度 κ 下相空间的结构 q = 槡 5 Phase space structure at different kicking strength κ q = 槡
3 κ κ = 0 8 κ κ = 5 8 κ = 6 Floquet U^ x T= e - i T H^ dt 0 = e - i H^ 0 T e - i κcosx 5 H^ 0 = ^p μ + μω c x ψ 0 Floquet U^ x T ψ T ψ T = U^ x Tψ 0 6 U^ x T U^ ψ f = λ f ψ f 7 λ f U^ x T n U^ x T 5 Floquet λ f λ f = e iε r +iε i = e -ε i e iε r ε r 3 U^ κ U^ λ f 3 E i ε i = fe i f ε i i = n f ε i = NE i NE i E i ε i ε i = E i dn /de E i ΔN /ΔE ΔN E i ΔE E i - ΔE / E i + ΔE / ΔE E i ΔE = 0 0 x n x n+ s s + ds psdsps 0 psds = ps N s ds s s + ds ΔNps= ΔN /NΔs Poisson Ps= exp- s Wigner GOE Ps = 39 ε r
4 π ( ) sexp - πs [ 4 ] RMT Poisson a - f κ = Poisson 6 Poisson Wigner GOE (a) κ=03 (b) κ=07 (c) κ=6 (d) κ=0 (e) κ=6 (f) κ=30 Fig a - f κ q = 槡 5 - a - fthe nearest neighbor spacing distribution for the nonresonant system at different kicking strength κ q = 槡 5-3 E i E E + Δ 3 E = min A B E + E NE'- AE' - B de' 8 NE' i A B AE' + B E < E' < E + Δ 3 E E Δ珔 3 Ps Δ珔 3 Poisson E = j Δ珔 3 = / Wigner GOE Δ珔 3 Poisson E i < E + < E i + 40 Δ 3 E = min A B E + E NE'- AE' - B de' =
5 min NE'- AE' - B E + [ de' + B NE'- AE' - B de' ] = A Ei E ji j = j E Ej+ j - ae' - b de' + E j E + E i j i - ae' - b de' 9 E i ab E Δ珔 3 = Δ 3 E E 3a - f κ κ = 0 3 Δ珔 3 Poisson γ = 7 8 a a 3a κ = 6 c Poisson c 3b c 3b κ = 0 8 d Poisson d 3c κ = 6 κ = 30 e f Poisson e f 3d e κ 3f κ = 30 Poisson κ = 30 3e f Fig 3 (a) κ=03 (d) κ=6 3 (b) κ=6 (e) κ=30 (c) κ=0 (f) κ=30 κ=0 κ=6 κ=6 κ=03 a - f κ q = 槡 5 - a - fpectral rigidities for nonresonant systems with different kicking strengthand its comparisonq = 槡 E NE E E 珚 N= NE E Σ = NE - 珚 N = NE - 珚 N 0 4
6 E 珚 N NE Δ珔 3 Σ 3 4 skewnessγ excessγ γ = M 3 M 3 γ = M 4-3 M M k NE 珚 N k M k M 3 = NE - 珚 N k = NE - 珚 N 3 = 3 NE 3-3 NE 珚 N+ 珚 N 3 4 M 4 = NE - 珚 N 4 = NE 4-4 NE 3 珚 N+ 6 NE 珚 N - 3 珚 N 4 5 珚 N NE NE 3 NE N(E,) 4 κ=6 珚 N= NE κ = 6q = 槡 5 - Fig 4 The average value 珚 N= NE versus for κ = 6q = 槡 5-4 κ = 6 珚 N 4 珚 N κ = Σ γ γ 珚 N 0 40 (a) κ=03 (c) κ=6 (e) κ=6 撞 撞 撞 酌, 酌 (b) κ=03 酌 酌 酌, 酌 (d) κ=6 酌 酌 酌, 酌 酌 酌 (f) κ=6 Fig 5 5 κ Σ γ γ q = 槡 5 - Number variance Σ skewness γ and excess γ for nonresonance system with different kicking strength κ q = 槡 5 - ( 下转第 47 页 ) 4
7 Bruce C EGolde R H The lightning discharge J J Inst Elect Pt Rakov V A Uman M A Review and evaluation of lightning return stroke models including some aspects of their application J IEEE Trans Electromag Compat Baba YRakov V A On the transmission lines model for lightning return stroke representantion J Geophydical Recearch etters doi0 09 /003G Marcos Rubinstein An approximate formula for the calculation of the horizontal electric field from lightning at close intermediateand long range J IEEE Trans Electromag Compat Moini RKordi BRaif G Zet al A new lightning return stroke model based on antenna theory J J Geophys Res D ( 上接第 4 页 ) κ < Casati GChirikov B VFord Jet al tochastic behavior of a quantum pendulum under periodic perturbation J ect Notes Phys Wintgen DMarxer H evel statistics of a quantized cantori system J Phys Rev ett Kilbane DCummings AO ullivan Get al Quantum statistics of a kicked particle in an infinite potential well J Chaosolitons and Fractals Heller E JO Connor P WGehlen J The eigenfunctions of classical chaostic systems J Physica cripta J Izrailev F M imple models of quantum chaosspectrum and eigenfunctions J Phys Rep Casti GChirikov B VGuarneri I Energy-level statistics of integrable quantum systems J Phys Rev ett Honig AWintgen D pectral properties of strongly perturbed Coulomb systemsfluctuation properties J Phys Rev A J
35 3 0 z TM Maxwell r - E r z - H z + E z r = ε E r t = μ H t rh = ε E z r t + σe z 3 + σe z 4 Fig ΔrΔz Δt Maxwell H n+0 5 i + 0 5 j + 0 5= H n-0 5 +
35 3 0 9 JOURNAL OF NANJING NORMAL UNIVERSITYNatural Science Edition Vol 35 No 3 Sept 0 0003 FDTD TL LEMP TM863 A 00-466003-0043-05 Comparison of Two Lightning Return Stroke Models Yin Jie College of ScienceNanjing
More informationΖ # % & ( ) % + & ) / 0 0 1 0 2 3 ( ( # 4 & 5 & 4 2 2 ( 1 ) ). / 6 # ( 2 78 9 % + : ; ( ; < = % > ) / 4 % 1 & % 1 ) 8 (? Α >? Β? Χ Β Δ Ε ;> Φ Β >? = Β Χ? Α Γ Η 0 Γ > 0 0 Γ 0 Β Β Χ 5 Ι ϑ 0 Γ 1 ) & Ε 0 Α
More information! # % & ( & # ) +& & # ). / 0 ) + 1 0 2 & 4 56 7 8 5 0 9 7 # & : 6/ # ; 4 6 # # ; < 8 / # 7 & & = # < > 6 +? # Α # + + Β # Χ Χ Χ > Δ / < Ε + & 6 ; > > 6 & > < > # < & 6 & + : & = & < > 6+?. = & & ) & >&
More informationΡ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π
! # % & ( ) + (,. /0 +1, 234) % 5 / 0 6/ 7 7 & % 8 9 : / ; 34 : + 3. & < / = : / 0 5 /: = + % >+ ( 4 : 0, 7 : 0,? & % 5. / 0:? : / : 43 : 2 : Α : / 6 3 : ; Β?? : Α 0+ 1,4. Α? + & % ; 4 ( :. Α 6 4 : & %
More information&! +! # ## % & #( ) % % % () ) ( %
&! +! # ## % & #( ) % % % () ) ( % &! +! # ## % & #( ) % % % () ) ( % ,. /, / 0 0 1,! # % & ( ) + /, 2 3 4 5 6 7 8 6 6 9 : / ;. ; % % % % %. ) >? > /,,
More information4= 8 4 < 4 ϑ = 4 ϑ ; 4 4= = 8 : 4 < : 4 < Κ : 4 ϑ ; : = 4 4 : ;
! #! % & ( ) +!, + +!. / 0 /, 2 ) 3 4 5 6 7 8 8 8 9 : 9 ;< 9 = = = 4 ) > (/?08 4 ; ; 8 Β Χ 2 ΔΔ2 4 4 8 4 8 4 8 Ε Φ Α, 3Γ Η Ι 4 ϑ 8 4 ϑ 8 4 8 4 < 8 4 5 8 4 4
More information! /. /. /> /. / Ε Χ /. 2 5 /. /. / /. 5 / Φ0 5 7 Γ Η Ε 9 5 /
! # %& ( %) & +, + % ) # % % ). / 0 /. /10 2 /3. /!. 4 5 /6. /. 7!8! 9 / 5 : 6 8 : 7 ; < 5 7 9 1. 5 /3 5 7 9 7! 4 5 5 /! 7 = /6 5 / 0 5 /. 7 : 6 8 : 9 5 / >? 0 /.? 0 /1> 30 /!0 7 3 Α 9 / 5 7 9 /. 7 Β Χ9
More informationⅠ Ⅱ 1 2 Ⅲ Ⅳ
Ⅰ Ⅱ 1 2 Ⅲ Ⅳ !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
More information!! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /.
! # !! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /. #! % & & ( ) # (!! /! / + ) & %,/ #! )!! / & # 0 %#,,. /! &! /!! ) 0+(,, # & % ) 1 # & /. / & %! # # #! & & # # #. ).! & #. #,!! 2 34 56 7 86 9
More information., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2
! # &!! ) ( +, ., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2 ! 2 2 & & 1 3! 3, 4 45!, 2! # 1 # ( &, 2 &, # 7 + 4 3 ) 8. 9 9 : ; 4 ), 1!! 4 4 &1 &,, 2! & 1 2 1! 1! 1 & 2, & 2 & < )4 )! /! 4 4 &! &,
More information/ Ν #, Ο / ( = Π 2Θ Ε2 Ρ Σ Π 2 Θ Ε Θ Ρ Π 2Θ ϑ2 Ρ Π 2 Θ ϑ2 Ρ Π 23 8 Ρ Π 2 Θϑ 2 Ρ Σ Σ Μ Π 2 Θ 3 Θ Ρ Κ2 Σ Π 2 Θ 3 Θ Ρ Κ Η Σ Π 2 ϑ Η 2 Ρ Π Ρ Π 2 ϑ Θ Κ Ρ Π
! # #! % & ( ) % # # +, % #. % ( # / ) % 0 1 + ) % 2 3 3 3 4 5 6 # 7 % 0 8 + % 8 + 9 ) 9 # % : ; + % 5! + )+)#. + + < ) ( # )# < # # % 0 < % + % + < + ) = ( 0 ) # + + # % )#!# +), (? ( # +) # + ( +. #!,
More information, ( 6 7 8! 9! (, 4 : : ; 0.<. = (>!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / / < 5 02
! # % & ( ) +, ) %,! # % & ( ( ) +,. / / 01 23 01 4, 0/ / 5 0 , ( 6 7 8! 9! (, 4 : : ; 0.!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ 5 3 3 5 3 1 Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / 3 0 0 / < 5 02 Ν!.! %) / 0
More informationⅠⅡⅢ Ⅳ
ⅠⅡⅢ Ⅳ ! "!"#$%&!!! !"#$%& ()*+,!"" *! " !! " #$%& ( Δ !"#$%& ()*+,!"" * !! " #$%& ( !"#$%& ()*+,!"" * !! " #$%& ( !"#$%& ()*+,!"" * !! " #$%& (! # !"#$%& ()*+,!"" * !! " #$%& ( 1 1 !"#$%& ()*+,!"" *
More informationΠ Ρ! #! % & #! (! )! + %!!. / 0% # 0 2 3 3 4 7 8 9 Δ5?? 5 9? Κ :5 5 7 < 7 Δ 7 9 :5? / + 0 5 6 6 7 : ; 7 < = >? : Α8 5 > :9 Β 5 Χ : = 8 + ΑΔ? 9 Β Ε 9 = 9? : ; : Α 5 9 7 3 5 > 5 Δ > Β Χ < :? 3 9? 5 Χ 9 Β
More information! # % & # % & ( ) % % %# # %+ %% % & + %, ( % % &, & #!.,/, % &, ) ) ( % %/ ) %# / + & + (! ) &, & % & ( ) % % (% 2 & % ( & 3 % /, 4 ) %+ %( %!
! # # % & ( ) ! # % & # % & ( ) % % %# # %+ %% % & + %, ( % % &, & #!.,/, % &, ) ) ( % %/ ) 0 + 1 %# / + & + (! ) &, & % & ( ) % % (% 2 & % ( & 3 % /, 4 ) %+ %( %! # ( & & 5)6 %+ % ( % %/ ) ( % & + %/
More information! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7
!! # & ( ) +,. )/ 0 1, 2 ) 3, 4 5. 6 7 87 + 5 1!! # : ;< = > < < ;?? Α Β Χ Β ;< Α? 6 Δ : Ε6 Χ < Χ Α < Α Α Χ? Φ > Α ;Γ ;Η Α ;?? Φ Ι 6 Ε Β ΕΒ Γ Γ > < ϑ ( = : ;Α < : Χ Κ Χ Γ? Ε Ι Χ Α Ε? Α Χ Α ; Γ ;
More information8 9 8 Δ 9 = 1 Η Ι4 ϑ< Κ Λ 3ϑ 3 >1Ε Μ Ε 8 > = 8 9 =
!! % & ( & ),,., / 0 1. 0 0 3 4 0 5 3 6!! 7 8 9 8!! : ; < = > :? Α 4 8 9 < Β Β : Δ Ε Δ Α = 819 = Γ 8 9 8 Δ 9 = 1 Η Ι4 ϑ< Κ Λ 3ϑ 3 >1Ε 8 9 0 Μ Ε 8 > 9 8 9 = 8 9 = 819 8 9 =
More information& & ) ( +( #, # &,! # +., ) # % # # % ( #
! # % & # (! & & ) ( +( #, # &,! # +., ) # % # # % ( # Ι! # % & ( ) & % / 0 ( # ( 1 2 & 3 # ) 123 #, # #!. + 4 5 6, 7 8 9 : 5 ; < = >?? Α Β Χ Δ : 5 > Ε Φ > Γ > Α Β #! Η % # (, # # #, & # % % %+ ( Ι # %
More informationΒ 8 Α ) ; %! #?! > 8 8 Χ Δ Ε ΦΦ Ε Γ Δ Ε Η Η Ι Ε ϑ 8 9 :! 9 9 & ϑ Κ & ϑ Λ &! &!! 4!! Μ Α!! ϑ Β & Ν Λ Κ Λ Ο Λ 8! % & Π Θ Φ & Ρ Θ & Θ & Σ ΠΕ # & Θ Θ Σ Ε
! #!! % & ( ) +,. /. 0,(,, 2 4! 6! #!!! 8! &! % # & # &! 9 8 9 # : : : : :!! 9 8 9 # #! %! ; &! % + & + & < = 8 > 9 #!!? Α!#!9 Α 8 8!!! 8!%! 8! 8 Β 8 Α ) ; %! #?! > 8 8 Χ Δ Ε ΦΦ Ε Γ Δ Ε Η Η Ι Ε ϑ 8 9 :!
More information8 9 < ; ; = < ; : < ;! 8 9 % ; ϑ 8 9 <; < 8 9 <! 89! Ε Χ ϑ! ϑ! ϑ < ϑ 8 9 : ϑ ϑ 89 9 ϑ ϑ! ϑ! < ϑ < = 8 9 Χ ϑ!! <! 8 9 ΧΧ ϑ! < < < < = 8 9 <! = 8 9 <! <
! # % ( ) ( +, +. ( / 0 1) ( 2 1 1 + ( 3 4 5 6 7! 89 : ; 8 < ; ; = 9 ; ; 8 < = 9! ; >? 8 = 9 < : ; 8 < ; ; = 9 8 9 = : : ; = 8 9 = < 8 < 9 Α 8 9 =; %Β Β ; ; Χ ; < ; = :; Δ Ε Γ Δ Γ Ι 8 9 < ; ; = < ; :
More information& &((. ) ( & ) 6 0 &6,: & ) ; ; < 7 ; = = ;# > <# > 7 # 0 7#? Α <7 7 < = ; <
! # %& ( )! & +, &. / 0 # # 1 1 2 # 3 4!. &5 (& ) 6 0 0 2! +! +( &) 6 0 7 & 6 8. 9 6 &((. ) 6 4. 6 + ( & ) 6 0 &6,: & )6 0 3 7 ; ; < 7 ; = = ;# > 7 # 0 7#? Α
More information) Μ <Κ 1 > < # % & ( ) % > Χ < > Δ Χ < > < > / 7 ϑ Ν < Δ 7 ϑ Ν > < 8 ) %2 ): > < Ο Ε 4 Π : 2 Θ >? / Γ Ι) = =? Γ Α Ι Ρ ;2 < 7 Σ6 )> Ι= Η < Λ 2 % & 1 &
! # % & ( ) % + ),. / & 0 1 + 2. 3 ) +.! 4 5 2 2 & 5 0 67 1) 8 9 6.! :. ;. + 9 < = = = = / >? Α ) /= Β Χ Β Δ Ε Β Ε / Χ ΦΓ Χ Η Ι = = = / = = = Β < ( # % & ( ) % + ),. > (? Φ?? Γ? ) Μ
More information> # ) Β Χ Χ 7 Δ Ε Φ Γ 5 Η Γ + Ι + ϑ Κ 7 # + 7 Φ 0 Ε Φ # Ε + Φ, Κ + ( Λ # Γ Κ Γ # Κ Μ 0 Ν Ο Κ Ι Π, Ι Π Θ Κ Ι Π ; 4 # Ι Π Η Κ Ι Π. Ο Κ Ι ;. Ο Κ Ι Π 2 Η
1 )/ 2 & +! # % & ( ) +, + # # %. /& 0 4 # 5 6 7 8 9 6 : : : ; ; < = > < # ) Β Χ Χ 7 Δ Ε Φ Γ 5 Η Γ + Ι + ϑ Κ 7 # + 7 Φ 0 Ε Φ # Ε + Φ, Κ + ( Λ # Γ Κ Γ #
More information. /!Ι Γ 3 ϑκ, / Ι Ι Ι Λ, Λ +Ι Λ +Ι
! # % & ( ) +,& ( + &. / 0 + 1 0 + 1,0 + 2 3., 0 4 2 /.,+ 5 6 / 78. 9: ; < = : > ; 9? : > Α
More information2 2 Λ ϑ Δ Χ Δ Ι> 5 Λ Λ Χ Δ 5 Β. Δ Ι > Ε!!Χ ϑ : Χ Ε ϑ! ϑ Β Β Β ϑ Χ Β! Β Χ 5 ϑ Λ ϑ % < Μ / 4 Ν < 7 :. /. Ο 9 4 < / = Π 7 4 Η 7 4 =
! # % # & ( ) % # ( +, & % # ) % # (. / ). 1 2 3 4! 5 6 4. 7 8 9 4 : 2 ; 4 < = = 2 >9 3? & 5 5 Α Α 1 Β ΧΔ Ε Α Φ 7 Γ 9Η 8 Δ Ι > Δ / ϑ Κ Α Χ Ε ϑ Λ ϑ 2 2 Λ ϑ Δ Χ Δ Ι> 5 Λ Λ Χ Δ 5 Β. Δ Ι > Ε!!Χ ϑ : Χ Ε ϑ!
More informationPowerPoint 演示文稿
. ttp://www.reej.com 4-9-9 4-9-9 . a b { } a b { }. Φ ϕ ϕ ϕ { } Φ a b { }. ttp://www.reej.com 4-9-9 . ~ ma{ } ~ m m{ } ~ m~ ~ a b but m ~ 4-9-9 4 . P : ; Φ { } { ϕ ϕ a a a a a R } P pa ttp://www.reej.com
More information9!!!! #!! : ;!! <! #! # & # (! )! & ( # # #+
! #! &!! # () +( +, + ) + (. ) / 0 1 2 1 3 4 1 2 3 4 1 51 0 6. 6 (78 1 & 9!!!! #!! : ;!! ? &! : < < &? < Α!!&! : Χ / #! : Β??. Δ?. ; ;
More information4 # = # 4 Γ = 4 0 = 4 = 4 = Η, 6 3 Ι ; 9 Β Δ : 8 9 Χ Χ ϑ 6 Κ Δ ) Χ 8 Λ 6 ;3 Ι 6 Χ Δ : Χ 9 Χ Χ ϑ 6 Κ
! # % & & ( ) +, %. % / 0 / 2 3! # 4 ) 567 68 5 9 9 : ; > >? 3 6 7 : 9 9 7 4! Α = 42 6Β 3 Χ = 42 3 6 3 3 = 42 : 0 3 3 = 42 Δ 3 Β : 0 3 Χ 3 = 42 Χ Β Χ 6 9 = 4 =, ( 9 6 9 75 3 6 7 +. / 9
More information= Υ Ξ & 9 = ) %. Ο) Δ Υ Ψ &Ο. 05 3; Ι Ι + 4) &Υ ϑ% Ο ) Χ Υ &! 7) &Ξ) Ζ) 9 [ )!! Τ 9 = Δ Υ Δ Υ Ψ (
! # %! & (!! ) +, %. ( +/ 0 1 2 3. 4 5 6 78 9 9 +, : % % : < = % ;. % > &? 9! ) Α Β% Χ %/ 3. Δ 8 ( %.. + 2 ( Φ, % Γ Η. 6 Γ Φ, Ι Χ % / Γ 3 ϑκ 2 5 6 Χ8 9 9 Λ % 2 Χ & % ;. % 9 9 Μ3 Ν 1 Μ 3 Φ Λ 3 Φ ) Χ. 0
More information!! )!!! +,./ 0 1 +, 2 3 4, # 8,2 6, 2 6,,2 6, 2 6 3,2 6 5, 2 6 3, 2 6 9!, , 2 6 9, 2 3 9, 2 6 9,
! # !! )!!! +,./ 0 1 +, 2 3 4, 23 3 5 67 # 8,2 6, 2 6,,2 6, 2 6 3,2 6 5, 2 6 3, 2 6 9!, 2 6 65, 2 6 9, 2 3 9, 2 6 9, 2 6 3 5 , 2 6 2, 2 6, 2 6 2, 2 6!!!, 2, 4 # : :, 2 6.! # ; /< = > /?, 2 3! 9 ! #!,!!#.,
More information# # # #!! % &! # % 6 & () ) &+ & ( & +, () + 0. / & / &1 / &1, & ( ( & +. 4 / &1 5,
# # # #!! % &! # % 6 & () ) &+ & ( & +, () + 0. / & / &1 / &1, & ( 0 2 3 ( & +. 4 / &1 5, !! & 6 7! 6! &1 + 51, (,1 ( 5& (5( (5 & &1 8. +5 &1 +,,( ! (! 6 9/: ;/:! % 7 3 &1 + ( & &, ( && ( )
More information《分析化学辞典》_数据处理条目_1.DOC
3 4 5 6 7 χ χ m.303 B = f log f log C = m f = = m = f m C = + 3( m ) f = f f = m = f f = n n m B χ α χ α,( m ) H µ σ H 0 µ = µ H σ = 0 σ H µ µ H σ σ α H0 H α 0 H0 H0 H H 0 H 0 8 = σ σ σ = ( n ) σ n σ /
More information08-01.indd
1 02 04 08 14 20 27 31 35 40 43 51 57 60 07 26 30 39 50 56 65 65 67 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ω ρ ε 23 λ ω < 1 ω < 1 ω > 0 24 25 26 27 28 29 30 31 ρ 1 ρ σ b a x x i +3 x i
More information< < ; : % & < % & > & % &? > & 5 % & ( ; & & % & Α Β + 8 ; Α9 Χ Δ () Χ Δ Ε 41 Φ # (Β % Γ : 9 Χ Δ Η +9 Χ Δ 2 9 Χ Δ 2 0 /? % & Ι 1 ϑ Κ 3 % & % & + 9 Β 9
!! #! % & ( ) +,. / 0 1 2 34 5 6 % & +7 % & 89 % & % & 79 % & : % & < < ; : % & < % & > & % &? > & 5 % & ( ; & & % & Α Β + 8 ; Α9 Χ Δ () Χ Δ Ε 41 Φ # (Β % Γ : 9 Χ Δ Η +9 Χ Δ 2 9 Χ Δ 2 0 /? % & Ι 1 ϑ Κ
More information!!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, )
! # % & # % ( ) & + + !!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, ) 6 # / 0 1 + ) ( + 3 0 ( 1 1( ) ) ( 0 ) 4 ( ) 1 1 0 ( ( ) 1 / ) ( 1 ( 0 ) ) + ( ( 0 ) 0 0 ( / / ) ( ( ) ( 5 ( 0 + 0 +
More information! # %& ( %! & & + %!, ( Α Α Α Α Χ Χ Α Χ Α Α Χ Α Α Α Α
Ε! # % & ( )%! & & + %!, (./ 0 1 & & 2. 3 &. 4/. %! / (! %2 % ( 5 4 5 ) 2! 6 2! 2 2. / & 7 2! % &. 3.! & (. 2 & & / 8 2. ( % 2 & 2.! 9. %./ 5 : ; 5. % & %2 2 & % 2!! /. . %! & % &? & 5 6!% 2.
More information,!! #! > 1? = 4!! > = 5 4? 2 Α Α!.= = 54? Β. : 2>7 2 1 Χ! # % % ( ) +,. /0, , ) 7. 2
! # %!% # ( % ) + %, ). ) % %(/ / %/!! # %!! 0 1 234 5 6 2 7 8 )9!2: 5; 1? = 4!! > = 5 4? 2 Α 7 72 1 Α!.= = 54?2 72 1 Β. : 2>7 2 1 Χ! # % % ( ) +,.
More informationSVM OA 1 SVM MLP Tab 1 1 Drug feature data quantization table
38 2 2010 4 Journal of Fuzhou University Natural Science Vol 38 No 2 Apr 2010 1000-2243 2010 02-0213 - 06 MLP SVM 1 1 2 1 350108 2 350108 MIP SVM OA MLP - SVM TP391 72 A Research of dialectical classification
More information10-03.indd
1 03 06 12 14 16 18 é 19 21 23 25 28 30 35 40 45 05 22 27 48 49 50 51 2 3 4 é é í 5 é 6 7 8 9 10 11 12 13 14 15 16 17 18 19 é 20 21 22 23 ü ü ü ü ü ü ü ü ü 24 ü 25 26 27 28 29 30 31 32 33 34 35 36 37 38
More information% & :?8 & : 3 ; Λ 3 3 # % & ( ) + ) # ( ), ( ) ). ) / & /:. + ( ;< / 0 ( + / = > = =? 2 & /:. + ( ; < % >=? ) 2 5 > =? 2 Α 1 Β 1 + Α
# % & ( ) # +,. / 0 1 2 /0 1 0 3 4 # 5 7 8 / 9 # & : 9 ; & < 9 = = ;.5 : < 9 98 & : 9 %& : < 9 2. = & : > 7; 9 & # 3 2
More information07-3.indd
1 2 3 4 5 6 7 08 11 19 26 31 35 38 47 52 59 64 67 73 10 18 29 76 77 78 79 81 84 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48
More informationΨ! Θ! Χ Σ! Υ Χ Ω Σ Ξ Ψ Χ Ξ Ζ Κ < < Κ Ζ [Ψ Σ Ξ [ Σ Ξ Χ!! Σ > _ Κ 5 6!< < < 6!< < α Χ Σ β,! Χ! Σ ; _!! Χ! Χ Ζ Σ < Ω <!! ; _!! Χ Υ! Σ!!!! ββ /β χ <
! # %!! ( (! +,. /0 0 1 2,34 + 5 6 7,3. 7, 8, 2 7 + 1 9 #. 3 : + ; + 5 83 8 % 8 2 ; , 1 1 8 2 =? : + 2 = 2 = Α 1,!. Β 3 + 5 Χ Β Β
More information幻灯片 1
Quantum Optics email: ygu@pku.edu.cn Tel: 67588 354 Quantum mechanics +Optics PPT 1 1 λ ħ Planck λ 0 ħ 0 3 λ 0 ħ 0. Maxwell 4 λ 0 ħ 0 m=0) 5 Ψ Ψ = LΨ I dx matter -di=αidx α I I=I 0 e - αl 6 Maxwell D=
More informationΑ 3 Α 2Η # # > # 8 6 5# Ι + ϑ Κ Ι Ι Ι Η Β Β Β Β Β Β ΔΕ Β Β Γ 8 < Φ Α Α # >, 0 Η Λ Μ Ν Ο Β 8 1 Β Π Θ 1 Π Β 0 Λ Μ 1 Ρ 0 Μ ϑ Σ ϑ Τ Ο Λ 8 ϑ
! # % & ( ) % + ( ), & ). % & /. % 0 1!! 2 3 4 5# 6 7 8 3 5 5 9 # 8 3 3 2 4 # 3 # # 3 # 3 # 3 # 3 # # # ( 3 # # 3 5 # # 8 3 6 # # # # # 8 5# :;< 6#! 6 =! 6 > > 3 2?0 1 4 3 4! 6 Α 3 Α 2Η4 3 3 2 4 # # >
More information( ) (! +)! #! () % + + %, +,!#! # # % + +!
!! # % & & & &! # # % ( ) (! +)! #! () % + + %, +,!#! # # % + +! ! %!!.! /, ()!!# 0 12!# # 0 % 1 ( ) #3 % & & () (, 3)! #% % 4 % + +! (!, ), %, (!!) (! 3 )!, 1 4 ( ) % % + % %!%! # # !)! % &! % () (! %
More information! Β Β? Β ( >?? >? %? Γ Β? %? % % %? Χ Η Ιϑ Κ 5 8 Λ 9. Μ Ν Ο Χ? Π Β # % Χ Χ Θ Ρ% Ρ% Θ!??? % < & Θ
! # % & ( ) +,. / 0 1 + 2. 3 4. 56. / 7 89 8.,6 2 ; # ( ( ; ( ( ( # ? >? % > 64 5 5Α5. Α 8/ 56 5 9. > Β 8. / Χ 8 9 9 5 Δ Ε 5, 9 8 2 3 8 //5 5! Α 8/ 56/ 9. Φ ( < % < ( > < ( %! # ! Β Β? Β ( >?? >?
More information,, ( Δ! # % & % ) % & )% % +, % &. + / +% % % +,. / )% )%. + /. /. 0 / +% )0 )1 2) 20 )1 % 4 0 % % 0 5 % % )) % %6 ) % 6 ) % % % ) % 6. 4 /. 2 %, 78 9
! # % & ( ) ( + % & ( ) &,.# /, 0 1 2 1 # 4 25 6 7 8 9 : 9 6; : < = ; 6= 2 9 = > 2 :! > 21!; 6 Α6Β 67
More information9 : : ; 7 % 8
! 0 4 1 % # % & ( ) # + #, ( ) + ) ( ). / 2 3 %! 5 6 7! 8 6 7 5 9 9 : 6 7 8 : 17 8 7 8 ; 7 % 8 % 8 ; % % 8 7 > : < % % 7! = = = : = 8 > > ; 7 Ε Β Β % 17 7 :! # # %& & ( ) + %&, %& ) # 8. / 0. 1 2 3 4 5
More information: ; # 7 ( 8 7
(! # % & ( ) +,. / +. 0 0 ) 1. 2 3 +4 1/,5,6 )/ ) 7 7 8 9 : ; 7 8 7 # 7 ( 8 7 ; ;! #! % & % ( # ) % + # # #, # % + &! #!. #! # # / 0 ( / / 0! #,. # 0(! #,. # 0!. # 0 0 7 7 < = # ; & % ) (, ) ) ) ) ) )!
More informationE T 0 = γ 0 = 1 + R γ = nσ n nσ n ΔT 2 i - Σ n ΔT i T Pi - Σ n Σ n
27 2 147 ~ 154 2011 6 EARTHQUAKE RESEARCH IN CHINA Vol. 27 No. 2 Jun. 2011 2011 5. 6 27 2 147 ~ 154 5. 6 42 830011 2008 8 30 5. 6 1 5. 6 70km 65km NE 5. 6 2 5. 6 10 - - 0. 05 99. 0% 5. 6 1001-4683 2011
More information% % %/ + ) &,. ) ) (!
! ( ) + & # % % % %/ + ) &,. ) ) (! 1 2 0 3. 34 0 # & 5 # #% & 6 7 ( ) .)( #. 8!, ) + + < ; & ; & # : 0 9.. 0?. = > /! )( + < 4 +Χ Α # Β 0 Α ) Δ. % ΕΦ 5 1 +. # Ι Κ +,0. Α ϑ. + Ι4 Β Η 5 Γ 1 7 Μ,! 0 1 0
More informationΒ Χ + Δ Ε /4 10 ) > : > 8 / 332 > 2 / 4 + Φ + Γ 0 4 Η / 8 / 332 / 2 / 4 + # + Ι + ϑ /) 5 >8 /3 2>2 / 4 + ( )( + 8 ; 8 / 8. 8 :
!! # % & % () + (. / 0 ) 1 233 /. / 4 2 0 2 + + 5. 2 / 6 ) 6. 0 ) 7. 8 1 6 / 2 9 2 :+ ; < 8 10 ; + + ( =0 41 6< / >0 7 0?2) 29 + +.. 81 6> Α 29 +8 Β Χ + Δ Ε /4 10 )+ 2 +. 8 1 6 > 2 9 2 : > 8 / 332 > 2
More information; < 5 6 => 6 % = 5
! # % ( ),,. / 0. 1, ) 2 3, 3+ 3 # 4 + % 5 6 67 5 6, 8 8 5 6 5 6 5 6 5 6 5 6 5 9! 7 9 9 6 : 6 ; 7 7 7 < 5 6 => 6 % = 5 Δ 5 6 ; Β ;? # Ε 6 = 6 Α Ε ; ; ; ; Φ Α Α Ε 0 Α Α Α Α Α Α Α Α Α Α Α Α Α Β Α Α Α Α Α
More information7 6 Η : Δ >! % 4 Τ & Β( Β) 5 &! Α Υ Υ 2 Η 7 %! Φ! Β! 7 : 7 9 Λ 9 :? : 9 Λ Λ 7 Φ! : > 9 : 7Δ 2 Η : 7 ΛΔ := ς : Ν 7 Λ Δ = Ν : Ν 7 ΛΔ : = Λ ς :9 Λ 7 Λ! Λ
! % & ( ),. / & 0 1 & 2 1 // % & 3 0 4 5 ( 6( ) ( & 7 8 9:! ; < / 4 / 7 = : > : 8 > >? :! 0 1 & 7 8 Α :! 4 Β ( & Β ( ( 5 ) 6 Χ 8 Δ > 8 7:?! < 2 4 & Ε ; 0 Φ & % & 3 0 1 & 7 8 Α?! Γ ), Η % 6 Β% 3 Ι Β ϑ Ι
More informationf 2 f 2 f q 1 q 1 q 1 q 2 q 1 q n 2 f 2 f 2 f H = q 2 q 1 q 2 q 2 q 2 q n f 2 f 2 f q n q 1 q n q 2 q n q n H R n n n Hessian
2012 10 31 10 Mechanical Science and Technology for Aerosace Engineering October Vol. 31 2012 No. 10 1 2 1 2 1 2 1 2 1 300387 2 300387 Matlab /Simulink Simulink TH112 A 1003-8728 2012 10-1664-06 Dynamics
More informationΑ? Β / Χ 3 Δ Ε/ Ε 4? 4 Ε Φ? ΧΕ Γ Χ Η ΙΙ ϑ % Η < 3 Ε Φ Γ ΕΙΙ 3 Χ 3 Φ 4 Κ? 4 3 Χ Λ Μ 3 Γ Ε Φ ) Μ Ε Φ? 5 : < 6 5 % Λ < 6 5< > 6! 8 8 8! 9 9 9! 9 =! = 9!
# %!!! ( ) ( +, +. ( / 0 1) ( 21 1) ( 2 3 / 4!! 5 6 7 7! 8 8 9 : ; < 9 = < < :! : = 9 ; < = 8 9 < < = 9 8 : < >? % > % > % 8 5 6 % 9!9 9 : : : 9 Α % 9 Α? Β / Χ 3 Δ Ε/ Ε 4? 4 Ε Φ? ΧΕ Γ Χ Η ΙΙ ϑ % Η < 3
More information1 <9= <?/:Χ 9 /% Α 9 Δ Ε Α : 9 Δ 1 8: ; Δ : ; Α Δ : Β Α Α Α 9 : Β Α Δ Α Δ : / Ε /? Δ 1 Δ ; Δ Α Δ : /6Φ 6 Δ
! #! %&! ( )! +,!. / 1,. + 2 ( 3 4 5 6 7 8 9: : 9: : : ; ; ? =
More information8 8 Β Β : ; Χ; ; ; 8 : && Δ Ε 3 4Φ 3 4Φ Ε Δ Ε > Β & Γ 3 Γ 3 Ε3Δ 3 3 3? Ε Δ Δ Δ Δ > Δ # Χ 3 Η Ι Ι ϑ 3 Γ 6! # # % % # ( % ( ) + ( # ( %, & ( #,.
! # % & ( ) ( +,.% /.0.% 1 2 3 4 5 6 #! 7 8 9 9 : ; 8 : ; &; ; < ; 7 => 9 9 8?; 8! 3 3 3 3 Β & Γ 3 Γ 3 Ε3Δ 3 3 3?
More information: 29 : n ( ),,. T, T +,. y ij i =, 2,, n, j =, 2,, T, y ij y ij = β + jβ 2 + α i + ɛ ij i =, 2,, n, j =, 2,, T, (.) β, β 2,. jβ 2,. β, β 2, α i i, ɛ i
2009 6 Chinese Journal of Applied Probability and Statistics Vol.25 No.3 Jun. 2009 (,, 20024;,, 54004).,,., P,. :,,. : O22... (Credibility Theory) 20 20, 80. ( []).,.,,,.,,,,.,. Buhlmann Buhlmann-Straub
More information1#
! # % & ( % + #,,. + /# + 0 1#. 2 2 3 4. 2 +! 5 + 6 0 7 #& 5 # 8 % 9 : ; < =# #% > 1?= # = Α 1# Β > Χ50 7 / Δ % # 50& 0 0= % 4 4 ; 2 Ε; %5 Β % &=Φ = % & = # Γ 0 0 Η = # 2 Ι Ι ; 9 Ι 2 2 2 ; 2 ;4 +, ϑ Α5#!
More information8 9 : < : 3, 1 4 < 8 3 = >? 4 =?,( 3 4 1( / =? =? : 3, : 4 9 / < 5 3, ; > 8? : 5 4 +? Α > 6 + > 3, > 5 <? 9 5 < =, Β >5
0 ( 1 0 % (! # % & ( ) + #,. / / % (! 3 4 5 5 5 3 4,( 7 8 9 /, 9 : 6, 9 5,9 8,9 7 5,9!,9 ; 6 / 9! # %#& 7 8 < 9 & 9 9 : < 5 ( ) 8 9 : < : 3, 1 4 < 8 3 = >? 4 =?,( 3 4 1( / =? =? : 3, : 4 9 / < 5 3, 5 4
More information: ; 8 Β < : Β Δ Ο Λ Δ!! Μ Ν : ; < 8 Λ Δ Π Θ 9 : Θ = < : ; Δ < 46 < Λ Ρ 0Σ < Λ 0 Σ % Θ : ;? : : ; < < <Δ Θ Ν Τ Μ Ν? Λ Λ< Θ Ν Τ Μ Ν : ; ; 6 < Λ 0Σ 0Σ >
! # %& ( +, &. / ( 0 # 1# % & # 2 % & 4 5 67! 8 9 : ; < 8 = > 9? 8 < 9? Α,6 ΒΧ : Δ 8Ε 9 %: ; < ; ; Δ Φ ΓΗ Ιϑ 4 Κ6 : ; < < > : ; : ;!! Β : ; 8 Β < : Β Δ Ο Λ Δ!! Μ Ν : ; < 8 Λ Δ Π Θ 9 : Θ = < : ; Δ < 46
More information; 9 : ; ; 4 9 : > ; : = ; ; :4 ; : ; 9: ; 9 : 9 : 54 =? = ; ; ; : ;
! # % & ( ) ( +, +. ( /0!) ( 1!2!) ( 3 4 5 2 4 7 8 9: ; 9 < : = ; ; 54 ; = ; ; 75 ; # ; 9 : ; 9 : ; ; 9: ; ; 9 : ; ; 4 9 : > ; : = ; ; :4 ; : ; 9: ; 9 : 9 : 54 =? = ; ; ; 54 9 9: ; ;
More information3?! ΑΑΑΑ 7 ) 7 3
! # % & ( ) +, #. / 0 # 1 2 3 / 2 4 5 3! 6 ) 7 ) 7 ) 7 ) 7 )7 8 9 9 :5 ; 6< 3?! ΑΑΑΑ 7 ) 7 3 8! Β Χ! Δ!7 7 7 )!> ; =! > 6 > 7 ) 7 ) 7 )
More information[9] R Ã : (1) x 0 R A(x 0 ) = 1; (2) α [0 1] Ã α = {x A(x) α} = [A α A α ]. A(x) Ã. R R. Ã 1 m x m α x m α > 0; α A(x) = 1 x m m x m +
2012 12 Chinese Journal of Applied Probability and Statistics Vol.28 No.6 Dec. 2012 ( 224002) Euclidean Lebesgue... :. : O212.2 O159. 1.. Zadeh [1 2]. Tanaa (1982) ; Diamond (1988) (FLS) FLS LS ; Savic
More information* CUSUM EWMA PCA TS79 A DOI /j. issn X Incipient Fault Detection in Papermaking Wa
2 *. 20037 2. 50640 CUSUM EWMA PCA TS79 A DOI 0. 980 /j. issn. 0254-508X. 207. 08. 004 Incipient Fault Detection in Papermaking Wastewater Treatment Processes WANG Ling-song MA Pu-fan YE Feng-ying XIONG
More information3 4 Ψ Ζ Ζ [, Β 7 7>, Θ0 >8 : Β0 >, 4 Ε2 Ε;, ] Ε 0, 7; :3 7;,.2.;, _ & αε Θ:. 3 8:,, ), β & Φ Η Δ?.. 0?. χ 7 9 Ε >, Δ? Β7 >7 0, Τ 0 ΚΚ 0 χ 79 Ε >, Α Ε
(! # # %& ) +,./ 0 & 0 1 2 / & %&( 3! # % & ( ) & +, ), %!,. / 0 1 2. 3 4 5 7 8 9 : 0 2; < 0 => 8?.. >: 7 2 Α 5 Β % Χ7 Δ.Ε8 0Φ2.Γ Φ 5 Η 8 0 Ι 2? : 9 ϑ 7 ϑ0 > 2? 0 7Ε 2?. 0. 2 : Ε 0 9?: 9 Κ. 9 7Λ /.8 720
More informationMedium induced modified Fragmentation Function for Multiple Parton Scattering
Medium-Modified Fragmentation Function due to Multiple Parton Scattering Wei-ian Deng Sandong Universit Xin-Nian Wang LBNL & Sandong Universit Outline Introduction Modified fragmentation function in Brick
More information9. =?! > = 9.= 9.= > > Η 9 > = 9 > 7 = >!! 7 9 = 9 = Σ >!?? Υ./ 9! = 9 Σ 7 = Σ Σ? Ε Ψ.Γ > > 7? >??? Σ 9
! # %& ( %) & +, + % ) # % % )./ 0 12 12 0 3 4 5 ). 12 0 0 61 2 0 7 / 94 3 : ;< = >?? = Α Β Β Β Β. Β. > 9. Δ Δ. Ε % Α % Φ. Β.,,.. Δ : : 9 % Γ >? %? >? Η Ε Α 9 Η = / : 2Ι 2Ι 2Ι 2Ι. 1 ϑ : Κ Λ Μ 9 : Ν Ο 0
More informationΡ 2 % Ε Φ 1 Φ Δ 5 Γ Η Ε Ι ϑ 1 Κ Δ ϑ Ι 5 Δ Ε Κ Β 1 2 Ι 5 Κ Ι 78 Χ > > = > Λ= =!? Λ Λ!???!? Λ?? Χ # > Λ= = >?= =!? Λ?!?!? Λ Λ Α =? Α &<&. >!= = = = = Α
!! # % # & ( & ) # +, #./. # 0 1 2 / 1 4 5 5!! 6 7 8 9 : ; < => : : >? = ; 7 8 1 5 Α > /? > > = ; 25Β > : ; Χ 2! : ; Χ 2 Χ < Δ : ; Χ < # > : ; # & < > : ; & < & 2 > : ; & 2 6 9!!= 2 Ρ 2 % Ε Φ 1 Φ Δ 5 Γ
More informationθ 1 = φ n -n 2 2 n AR n φ i = 0 1 = a t - θ θ m a t-m 3 3 m MA m 1. 2 ρ k = R k /R 0 5 Akaike ρ k 1 AIC = n ln δ 2
35 2 2012 2 GEOMATICS & SPATIAL INFORMATION TECHNOLOGY Vol. 35 No. 2 Feb. 2012 1 2 3 4 1. 450008 2. 450005 3. 450008 4. 572000 20 J 101 20 ARMA TU196 B 1672-5867 2012 02-0213 - 04 Application of Time Series
More information! ΑΒ 9 9 Χ! Δ? Δ 9 7 Χ = Δ ( 9 9! Δ! Δ! Δ! 8 Δ! 7 7 Δ Δ 2! Χ Δ = Χ! Δ!! =! ; 9 7 Χ Χ Χ <? < Χ 8! Ε (9 Φ Γ 9 7! 9 Δ 99 Φ Γ Χ 9 Δ 9 9 Φ Γ = Δ 9 2
! # % ( % ) +,#./,# 0 1 2 / 1 4 5 6 7 8! 9 9 : ; < 9 9 < ; ?!!#! % ( ) + %,. + ( /, 0, ( 1 ( 2 0% ( ),..# % (., 1 4 % 1,, 1 ), ( 1 5 6 6 # 77 ! ΑΒ 9 9 Χ! Δ? Δ 9 7 Χ = Δ ( 9 9! Δ! Δ! Δ! 8 Δ!
More informationϑ 3 : Α 3 Η ϑ 1 Ι Η Ι + Ι 5 Κ ϑ Λ Α ΜΛ Ν Ν Ν Ν Α Γ Β 1 Α Ο Α : Α 3. / Π Ο 3 Π Θ
# % & ( ) +,& ( + &. / 0 1 2 3 ( 4 4 5 4 6 7 8 4 6 5 4 9 :.; 8 0/ ( 6 7 > 5?9 > 56 Α / Β Β 5 Χ 5.Δ5 9 Ε 8 Φ 64 4Γ Β / Α 3 Γ Β > 2 ϑ 3 : Α 3 Η ϑ 1 Ι Η Ι + Ι 5 Κ ϑ Λ Α ΜΛ Ν Ν Ν Ν 3 3 3 Α3 3
More informationΒ Χ Χ Α Β Φ Φ ; < # 9 Φ ; < # < % Γ & (,,,, Η Ι + / > ϑ Κ ( < % & Λ Μ # ΝΟ 3 = Ν3 Ο Μ ΠΟ Θ Ρ Μ 0 Π ( % ; % > 3 Κ ( < % >ϑ Κ ( ; 7
! # % & ( ) +, + )% ). )% / 0 1. 0 3 4 5 6 7 8 7 8 9 : ; < 7 ( % ; =8 9 : ; < ; < > ;, 9 :? 6 ; < 6 5 6 Α Β 5 Δ 5 6 Χ 5 6 5 6 Ε 5 6 Ε 5 5 Β Χ Χ Α Β 7 8 9 Φ 5 6 9 Φ ; < # 9 Φ ; < # 7 8 5 5 < % Γ & (,,,,
More information2 3. 1,,,.,., CAD,,,. : 1) :, 1,,. ; 2) :,, ; 3) :,; 4) : Fig. 1 Flowchart of generation and application of 3D2digital2building 2 :.. 3 : 1) :,
3 1 Vol. 3. 1 2008 2 CAA I Transactions on Intelligent Systems Feb. 2008, (,210093) :.,; 3., 3. :; ; ; ; : TP391 :A :167324785 (2008) 0120001208 A system f or automatic generation of 3D building models
More informationE = B B = B = µ J + µ ε E B A A E B = B = A E = B E + A ϕ E? = ϕ E + A = E + A = E + A = ϕ E = ϕ A E E B J A f T = f L =.2 A = B A Aϕ A A = A + ψ ϕ ϕ
.................................2.......................... 2.3.......................... 2.4 d' Alembet...................... 3.5......................... 4.6................................... 5 2 5
More information[1] Nielsen [2]. Richardson [3] Baldock [4] 0.22 mm 0.32 mm Richardson Zaki. [5-6] mm [7] 1 mm. [8] [9] 5 mm 50 mm [10] [11] [12] -- 40% 50%
38 2 2016 4 -- 1,2, 100190, 100083 065007 -- 0.25 mm 2.0 mm d 10 = 0.044 mm 640 3 300. Richardson--Zaki,,, O359 A doi 10.6052/1000-0879-15-230 EXPERIMENTAL STUDY OF FLUID-SOLID TWO-PHASE FLOW IN A VERTICAL
More informationΓ Ν Ν, 1 Ο ( Π > Π Θ 5?, ΔΓ 2 ( ΜΡ > Σ 6 = Η 1 Β Δ 1 = Δ Ι Δ 1 4 Χ ΓΗ 5 # Θ Γ Τ Δ Β 4 Δ 4. > 1 Δ 4 Φ? < Ο 9! 9 :; ;! : 9!! Υ9 9 9 ; = 8; = ; =
! 0 1 # & ( & ) +! &,. & /.#. & 2 3 4 5 6 7 8 9 : 9 ; < = : > < = 9< 4 ; < = 1 9 ; 3; : : ; : ;? < 5 51 ΑΒ Χ Δ Ε 51 Δ!! 1Φ > = Β Γ Η Α ΒΧ Δ Ε 5 11!! Ι ϑ 5 / Γ 5 Κ Δ Ε Γ Δ 4 Φ Δ Λ< 5 Ε 8 Μ9 6 8 7 9 Γ Ν
More information第12章_下_-随机微分方程与扩散.doc
Ω, F, P } B B ω, ω Ω { B ω ω Φ ω Φ Φ Φ ω ω B ω Φ Φ ω B ω [, ] < L < l l J l ω Φ ω B ω B ω Φ ω B ω l J ω l J ω Φ B l J ω l ω J 343 J J ω, ω Ω } { B : B J B ε > l P ω η ω > ε J Φ ω B ω Φ B η ΦB J, ] B B
More information7!# 8! #;! < = >? 2 1! = 5 > Α Β 2 > 1 Χ Δ5 5 Α 9 Α Β Ε Φ 5Γ 1 Η Η1 Δ 5 1 Α Ι 1 Η Ι 5 Ε 1 > Δ! 8! #! 9 Κ 6 Λ!!!! ; ; 9 # !!6! 6! 6 # ;! ;
! #! % & % ( ) ( +, & %. / & % 0 12 / 1 4 5 5! 6 7 8 7 # 8 7 9 6 8 7! 8 7! 8 7 8 7 8 7 8 7 : 8 728 7 8 7 8 7 8 7 8 7 & 8 7 4 8 7 9 # 8 7 9 ; 8 ; 69 7!# 8! #;! < = >? 2 1! = 5 > Α Β 2 > 1 Χ Δ5 5 Α 9 Α Β
More information5 551 [3-].. [5]. [6]. [7].. API API. 1 [8-9]. [1]. W = W 1) y). x [11-12] D 2 2πR = 2z E + 2R arcsin D δ R z E = πr 1 + πr ) 2 arcsin
38 5 216 1 1),2) 163318) 163318). API. TE256 A doi 1.652/1-879-15-298 MODE OF CASING EXTERNA EXTRUSION BASED ON THE PRINCIPE OF VIRTUA WORK 1) ZHAO Wanchun,2) ZENG Jia WANG Tingting FENG Xiaohan School
More information34 22 f t = f 0 w t + f r t f w θ t = F cos p - ω 0 t - φ 1 2 f r θ t = F cos p - ω 0 t - φ 2 3 p ω 0 F F φ 1 φ 2 t A B s Fig. 1
22 2 2018 2 Electri c Machines and Control Vol. 22 No. 2 Feb. 2018 1 2 3 3 1. 214082 2. 214082 3. 150001 DOI 10. 15938 /j. emc. 2018. 02. 005 TM 301. 4 A 1007-449X 2018 02-0033- 08 Research of permanent
More information投影片 1
Coherence ( ) Temporal Coherence Michelson Interferometer Spatial Coherence Young s Interference Spatiotemporal Coherence 參 料 [1] Eugene Hecht, Optics, Addison Wesley Co., New York 2001 [2] W. Lauterborn,
More information. Ν Σ % % : ) % : % Τ 7 ) & )? Α Β? Χ )? : Β Ν :) Ε Ν & Ν? ς Ε % ) Ω > % Τ 7 Υ Ν Ν? Π 7 Υ )? Ο 1 Χ Χ Β 9 Ξ Ψ 8 Ψ # #! Ξ ; Ξ > # 8! Ζ! #!! Θ Ξ #!! 8 Θ!
!! # %& + ( ) ),., / 0 12 3, 4 5 6, 7 6 6, 8! 1 9 :; #< = 1 > )& )? Α Β 3 % Χ %? 7) >ΔΒ Χ :% Ε? 9 : ; Φ Η Ι & Κ Λ % 7 Μ Ν?) 1!! 9 % Ο Χ Χ Β Π Θ Π ; Ρ Ρ Ρ Ρ Ρ ; . Ν Σ % % : ) % : % Τ 7 ) & )? Α Β? Χ )?
More information= > : ; < ) ; < ; < ; : < ; < = = Α > : Β ; < ; 6 < > ;: < Χ ;< : ; 6 < = 14 Δ Δ = 7 ; < Ε 7 ; < ; : <, 6 Φ 0 ; < +14 ;< ; < ; 1 < ; <!7 7
! # % # & ( & ) # +,,., # / 0 1 3. 0. 0/! 14 5! 5 6 6 7 7 7 7 7! 7 7 7 7 7 7 8 9 : 6! ; < ; < ; : 7 7 : 7 < ;1< = = : = >? ) : ; < = > 6 0 0 : ; < ) ; < ; < ; : < ; < = = 7 7 7 Α > : Β ; < ; 6 < > ;:
More information84 / ! / ! 9 9 9!! 9 : ; < = 1 //< & >!! ? : ; <. 1 //< &! Α
5 6! # % # & () +,. /,. + 1 2 3 4 5 6! 7 7! 8 84 5 6 9 5 6 8 84 / 5 6 5 6 56 56 5 6 56 5 6! / 49 8 9 9! 9 9 9!! 9 : ; < = 1 //< & >!! 9 5 8 4 6? 4 9 99 8 8 99 9 7 4 4 7 : ;
More informationΦ2,.. + Φ5Β( 31 (+ 4, 2 (+, Η, 8 ( (2 3.,7,Χ,) 3 :9, 4 (. 3 9 (+, 52, 2 (1 7 8 ΙΜ 12 (5 4 5? ), 7, Χ, ) 3 :9, 4( > (+,,3, ( 1 Η 34 3 )7 1 )? 54
!! # %& ( ) +, ( ),./0 12,2 34 (+,, 52, 2 (67 8 3., 9: ), ; 5, 4, < 5) ( (, 2 (3 3 1 6 4, (+,,3,0 ( < 58 34 3 )7 1 54 5, 2 2 54, +,. 2 ( :5 ( > 4 ( 37 1, ( 3 4 5? 3 1 (, 9 :), ; 5 4 )1 7 4 )3 5( 34 2 Α
More information32 G; F ; (1) {X, X(i), i = 1, 2,..., X, (2) {M(t), t α Poisson, t ; (3) {Y, Y (i), i = 1, 2,..., Y, (4) {N(t), t β Poisson, t ; (5) {W (t), t, σ ; (6
212 2 Chinese Journal of Applied Probability and Statistics Vol.28 No.1 Feb. 212 Poisson ( 1,, 211; 1 2,3 2 2,, 2197) ( 3,, 2197) Poisson,,.,. : :,,,,. O211.9. 1., ( 1 6]). 4] Cai Poisson,, 6] Fang Luo
More informationCHIPS Oaxaca - Blinder % Sicular et al CASS Becker & Chiswick ~ 2000 Becker & Chiswick 196
2015 3 179 2015 5 Comparative Economic & Social Systems No. 3 2015 May 2015 2001 ~ 2011 F812 A 1003-3947 2015 03-0020-14 Wu & Perloff 2004 Benjamin et al. 2004 Sicular et al. 2007 1998 2003 40% 1985 2.
More information9! >: Ε Φ Ε Ε Φ 6 Φ 8! & (, ( ) ( & & 4 %! # +! ; Γ / : ; : < =. ; > = >?.>? < Α. = =.> Β Α > Χ. = > / Δ = 9 5.
! # % & ( # ) & % ( % +, %. +, / #0 & 2 3 4 5 5 6 7 7 8 9 7:5! ; 0< 5 = 8 > 4 4? 754 Α 4 < = Β Χ 3Δ?? 7 8 7 8? 7 8 7 8 7 8 4 5 7 8 7 8 > 4> > 7 8 7 8 7 8 4 : 5 5 : > < 8 6 8 4 5 : 8 4 5 : 9! >: 48 7 8
More information4 4 4 4 4 4! # % & ( # ) )! ) & +!. # / 0! + 1 & % / 0 2 & #. 3 0 5. 6 7 8 0 4 0 0 # 9 : ; < 9 = >9? Α = Β Χ Δ6 Ε9 8 & 9 : # 7 6 Φ = Γ Η Ι 0 ϑ 9 7 Κ 1 Λ 7 Κ % ΓΗ Δ 9 Η ΕΔ 9 = ;
More information?.! #! % 66! & () 6 98: +,. / / 0 & & < > = +5 <. ( < Α. 1
!! # % # & ( & ) # +, #,., # / 0 1. 0 1 3 4 5! 6 7 6 7 67 +18 9 : : : : : : : : : :! : : < : : ?.! #! % 66! & 6 1 1 3 4.5 () 6 98: +,. / / 0 & 0 0 + & 178 5 3 0. = +5
More information) ) ) Ο ΛΑ >. & Β 9Α Π Ν6 Γ2 Π6 Φ 2 Μ 5 ΝΒ 8 3 Β 8 Η 5 Φ6 Β 8 Η 5 ΝΒ 8 Φ 9 Α Β 3 6 ΝΒ 8 # # Ε Ο ( & & % ( % ) % & +,. &
!! # % & ( ) +,.% /.0.% 1 2 3 / 5,,3 6 7 6 8 9 6!! : 3 ) ; < < = )> 2?6 8 Α8 > 6 2 Β 3Α9 Α 2 8 Χ Δ < < Ε! ; # < # )Φ 5 Γ Γ 2 96 Η Ι ϑ 0 Β 9 Α 2 8 Β 3 0 Β 9 Β ΦΚ Α 6 8 6 6 Λ 2 5 8 Η Β 9 Α 2 8 2 Μ 6 Ν Α
More information《新工具》
! " ! """"""""""""""""""""""! """"""""""""""""""""" #$ &!!!! " # " $ " " % ! "! #! #!! # " # " #! # # $ $ $ " % &! %! " "! "! "! " # "! " $ "! (! " " # $ % " " & " & " " & & " & " & )!! " # $! " "!! "%
More information% & ( ) +, (
#! % & ( ) +, ( ) (! ( &!! ( % # 8 6 7 6 5 01234% 0 / /. # ! 6 5 6 ;:< : # 9 0 0 = / / 6 >2 % % 6 ; # ( ##+, + # 5 5%? 0 0 = 0 0 Α 0 Β 65 6 66! % 5 50% 5 5 ΗΙ 5 6 Φ Γ Ε) 5 % Χ Δ 5 55 5% ϑ 0 0 0 Κ,,Λ 5!Α
More information= 6 = 9 >> = Φ > =9 > Κ Λ ΘΠΗ Ρ Λ 9 = Ρ > Ν 6 Κ = 6 > Ρ Κ = > Ρ Σ Ρ = Δ5 Τ > Τ Η 6 9 > Υ Λ Β =? Η Λ 9 > Η ς? 6 = 9 > Ρ Κ Φ 9 Κ = > Φ Φ Ψ = 9 > Ψ = Φ?
4 5 6 + 5! # % & ( ) +, ). /, 0 1 # % & ( ) + 2 ( 3 ) & 8 9 : ; ? 6 Α Β9 # ΧΔ = Φ > =9 > Κ Λ
More information1 1(c) 1(b) 1(a) [14] PI 1(c) [15] 3 2 (1) (2) ( ) [2] d (3) 烄 1(b) P EU = UV sin(δ -α)=p umsin(δ -α) X Σ 烅 (1) P ES =I maxusin(δ +β+90 )= 烆 P smsin(δ
41 12 2017 6 25 DOI10.7500/AEPS20170125007 Vol.41No.12June252017 1 1 2 1 3 (1. 310027;2. 650011; 3. 430074) ; ; ; ; 0 [4-5] [1] [6-7] [8-11] [2] [2] [12-13] [3] ( ) 2017-01-25; 2017-05-08 2017-05-15 (2016YFB0900104);
More information(r s) {φ r1, φ r2,, φ rn } {φ s1, φ s2,, φ sn } u r (t) u s (t). F st ι u st u st k 1 ι φ i q st i (6) r β u r β u r u r(t) max u st r φ
3 351 1) 2) ( 100083)... TU311.3 doi 10.6052/1000-0879-13-151 A. [1-3]. 180.. [4]..... 2013 04 18 1 2013 05 23. 1 N mü(t) + c u(t) + ku(t) ι sin θt (1) m, c k N N m u(t) u(t) ü(t) N ι N θ. (ω i, φ i ).
More information% 5 CPI CPI PPI Benjamin et al Taylor 1993 Cukierman and Gerlach 2003 Ikeda 2013 Jonas and Mishkin
2016 9 435 No. 9 2016 General No. 435 130012 1996 1-2016 6 LT - TVP - VAR LT - TVP - VAR JEL E0 F40 A 1002-7246201609 - 0001-17 2016-03 - 20 Emailjinquan. edu. cn. Email1737918817@ qq. com. * 15ZDC008
More information