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3 TUUT... I TU1 UT...3 TU1.1 UT...3 TU1.2 UT...3 TU1.2.1 UT...3 TU1.2.2 UT...3 TU1.3 UT...3 TU1.4 UT...4 TU1.4.1 UT...4 TU1.4.2 UT...4 TU1.4.3 UT...4 TU1.5 UT...4 TU1.5.1 UT...5 TU1.5.2 UT...5 TU1.5.3 UT...5 TU1.5.4 UT...6 TU1.5.5 UT...6 TU1.5.6 UT...6 TU1.5.7 UT...6 TU1.5.8 UT...7 TU1.5.9 UT...7 TU1.6 UT...8 TU1.6.1 UT...9 TU1.6.2 UT...9 TU1.7 UT...9 TU1.8 UT...10 TU1.9 UT...10 TU1.10 UT...10 TU1.11 UT...11 TU2 UT...12 TU2.1 UT TU2.2 UT TU2.3 UT...12 TU2.3.1 UT...12 TU2.3.2 UT...13 TU2.4 UT I -

5.9 UT...7 TU1.6 UT...8 TU1.6.1 UT...9 TU1.6.2 UT...9 TU1.7 UT...9 TU1.8 UT...10 TU1.9 UT...10 TU1.10 UT...10 TU1.11 UT.

4 TU2.5 UT...14 TU2.6 UT...14 TU2.7 UT...14 TU3 UT...15 TU3.1 UT...15 TU3.2 UT...18 TU3.3 UT...20 TU3.4 UT...21 TU3.5 UT...22 TU3.6 UT...25 TU3.7 UT...25 TU3.8 UT...26 TU3.9 UT...27 TU3.10 UT...28 TU3.11 UT...29 TU3.12 UT...30 TU3.13 UT...31 TU3.14 UT...32 TU3.15 UT...33 TU3.16 UT...34 TU3.17 UT...35 TU3.18 UT II -

..26 TU3.9 UT...27 TU3.10 UT...28 TU3.11 UT...29 TU3.12 UT...30 TU3.13 UT...31 TU3.

5 ,( Abstract

7 , ,, ,, (1),

8 GB GB t km 1000kg 8 3 8h45min GB GB (1-1) B (B-1) (1-1) (1-1) a /( b cos x) a cos x / b ( a / b) cos x M ( N m) f - 6 -

in 1.5.5 GB31003102-1986 GB7159-1987 1.5.6 7 1987 3.3 1.

9 θ f dϕ θ f =,(rad / mm) dl 2 ( n1 + n3) x = π n1 + n2 n n

10 (S1)kWmsNm ab / /3 BAD - 8 -

11 1.6.1 [ ] 4 Times New Roman [1] [3,7,10] NOBxB [3~6] 4 [8,1014] GB []... [].... []... () [].... []

1.6.2 GB7714-1987 []... [].... []... () [].

12 -1 B a. b. c. d. e. f

14 Arial 2.1 Arial Arial Arial Times New Roman 4-1 Times New Roman [9] Taylor. GS. Trans GIS. 2001, 5(3) Times New Roman

15 ( 4 4 ) mm - 13-

16 (mm) (mm) (mm) (mm) (mm),, A4 ( )

17 BBrB ; BBsB ; FBxB ; FBcB ; FBfB ; HBcB ; IBcB ; IBfB ; KBFB ; KBfB ; pbpb ; pbib ; RBbB ; RBhB,; RBjB ; ; ; ; ; ; ; ; ; ; ; ; ; ; A,; TBhB B ; t ; tbcb tbdb C ; U,u ; c UBaB,; d UBcB ; E UBfB ; e ; X ; F XBmB ; XBµB Z ; ZBmB ZBµB f,; G ; α ; H ; γ ; δ,; I,i ; θ ; θbnb Λ ; J ; λ,; µ ; µbrb N ; µbob ; ρ ; p ; σ ; τ,; τ ; Q,; Φ ; R ; ΦBfB ϕ ; ψ. ; - 15-

1 A,; TBhB B ; t ; tbcb tbdb C ; U,u ; c UBaB,; d UBcB ; E UBfB ; e ; X ; F XBmB ; XBµB Z

18 abpb IBpB W(, G ) [] αβγθ G Ω M l( L ) T b p h σ δ( d, t ) () τ rr se dd () γ s θ A( S ) µν V E t ( ) G ω K a κ u,υ,ω,c [] IBaB( I ) a [] g WZ µ( f ) [] η(µ) T ν τ( T ) γσ F(ν ) W( A ) n [] E( W ) ω EBpB( V ) λ EBκB( T ) σ k qbmb LF qbvb L δ Λ TΘ α tθ β [] abtb γ [] abvbγ β m κ ρ Q d φ () υ [] qφ Ρl () λk ρa(ρs) ha [] kk L M I( J ) R F α(aκ) - 16-

19 RBeB XBaB MBaB YBaB GBaB BBaB () C c I(IBvB) [] γ Φ(ΦBvB) κ Q(QBvB) S [] L(LBvB) s M(MBvB) U( E ) [] E(EBvB) H( I ) H u( e ) K h( i ) V n I [] Q c [] ρ(η) Dw σ [] W E( K ) Φ () Vφ [] I () U Zs E [] ZBcB [] D ZBaB [] ψ C J(Sδ) A(a) H () UBmB FFBmB δ [] B r τ [] Φ a µ, R MHBiB A [] R LBNB [] G N ρ γσκ RBmB Λ() () Z X [] R () γ B [] G [] W GB

Φ () Vφ [] I () U Zs E [] ZBcB [] D ZBaB [] ψ C J(Sδ) A(a) H () UBmB FFBmB δ [] B r τ []

20 3.2 (1) : 3-1 (2) : 3-2 (3) : 3-3 (4) : 3-4 (5) (6) m () kg s [] A [] K [] mol [] cd 3-2 rad sr 3-3 [] Hz -1 s [] N 2 kg m/s [] a 2 N/m [] J N m [] W J/s [] C A s [] V W/A [] F C/V [] Ω V/A [] S A/V [] Wb V s [] T 2 Wb/m [] H Wb/A [] lm cd sr [] lx 2 lm/m [] Bq -1 s [] Gy J/kg [] Sv J/kg - 18-

21 [] [] [] [] [] [] [] [] 3-4 [] () min h d 1 min60 s 1 h60 min3 600 s 1 d24 h s [] [] ( " ) ( ' ) ( ) 1"(π/ ) rad (π ) 1' 60"(π/10 800) rad 1 60'(π/180) rad r/min 1 r/min(1/60) s n mile 1 n mile1 852m () kn 1 kn1 n mile/h (1 852/3 600) m/s () t u t10 kg u kg L,l 1 L1dm 10 m -19 ev 1 ev J db [] tex 1 tex1 g/km E T 9 10 G 6 10 M 3 10 k 2 10 h 1 10 da d c m µ n p f a 1( a) 2[ ] 3( ) 4-19-

22 5 l 6r 7 8 km /44.5% , (1/2 ) ,000, ) 2)3) 80% ) 80% ) 80% 100, 206) 1/

23 1/21/ Table 3-6 Material parameters of composite plate for FEM analysis t = mm t = mm 3 ρ = 7. 8 g/cm m 3 ρ = 7. 9 g/cm p Em = Ga Ec = 80 Ga µ = 0. 3 µ = m a = 9 mm b = 58 p mm km % %

24 word

25 r r Fig Schematic of influence of sample height on resolution - 23-

26 IBcB RBdB IBRB CB0B IBcB IBRB 5 I E δ φ 3-5 Fig.3-5 Sketch map of dielectric wastage 6 a b asimplified model bdivided areas on ZT 3-6 Fig. 3-6 Simplified stator model of motor with 1/2 wavelength 7 a b 3-7 3,1-24-

27 8 3-8 Fig. 3-8 Relation between torque and rotate speed of USM 3.6 GB GB GB GB [1],,.., 2002:175~180 89~92 121~126 29~33 [2] Taylor, G., G. Blewitt, D. Steup, S. Corbett, and A. Car. Road Reduction Filtering for GS- GIS Navigation. Trans. in GIS, 2001, 5(3): [3],.., 2004,3(2):35~36 [4] :8~13 [5] Alf uttmer, eter Nauptmann, RalfLucklum. Spice Model for Lossy iezoceramic Transducers. IEEE Trans. UFFC.2002,44(1):60~65-25-

28 [6],..., 2003:135~138 () 3.8 A bu an C B can ba ce bi biao chi - 26-

29 chui bo ci

31 T

32 C

33 C

34 C

35 3.15 University Code: Resister Code: Dissertation for the Doctoral Degree in Engineering AUTOMOBILE NEUMATIC BRAKE COMONENT TESTS AND RODUCT DEVELOMENT BASED ON VI Candidate: Supervisor: Associate Supervisor: Academic Degree Applied for: Speciality: Date of Oral Examination: University: Li Xiaopeng rof. Zheng Fang rof. Liu Hongyu Doctor of Engineering Vehicle Application Engineering March,2004 Northeast Forestry University Doctor Master Engineering Science Arts Management - 33-

36 3.16 Abstract ITS, GIS GIS MAX GIS GIS MAINFO GIS/GS GS GS

37 Affiliation Date of Defence Degree-Conferring-Institution Contents Abstract Introduction Conclusion References A,B Appendix A,B apers published in the period of h.d. education Statement of copyright Letter of authorization Acknowledgement Index Resume

38 Urban and designing Forest - 36-

东北林业大学硕士毕业论文模板

东北林业大学硕士毕业论文模板 10225 05001 25 University Code10225 Register Code Dissertation for the Degree of Master Master Doctor "CLICK HERE AND INPUT THE SUBJECT" Candidate: Supervisor: Associate Supervisor: Academic Degree Applied