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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...12...12 TU2.3 UT...12 TU2.3.1 UT...12 TU2.3.2 UT...13 TU2.4 UT...13 - I -
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...37 - II -
1 1.1 25 1.2 1.2.1 5001000 10002000 1.2.2,( 35 1.3 Abstract 3.1 3.. - 3 -
1.4 1.4.1 1.4.2 1.4.3 1500 1.5-4 -
1.5.1 46 810 1 24 46 30005000 1.5.2 15 2-1 11 11 1, 1.1 1.1.1,, 1.1.1.1,, (1), 1.5.3-5 -
1.5.4 1 GB31003102-1986 3.1 2 1984 3.2 GB31003102-1986 t km 1000kg 8 3 8h45min 1.5.5 GB31003102-1986 GB7159-1987 1.5.6 7 1987 3.3 1.5.7 1 (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 -
θ f dϕ θ f =,(rad / mm) dl 2 ( n1 + n3) x = π n1 + n2 n n 1 2 1.5.8 1 11 5 3.4 3-6 3-7 2 3-7 3-8 5 6 1.5.9 3.6-7 -
(S1)kWmsNm 1.5.9.1 1 1-1 5 ab 5 6 1.5.9.2 1-1 11 0.5 1.5.9.3 1.6 100 1/2 40 20 1/3 BAD - 8 -
1.6.1 [ ] 4 Times New Roman [1] [3,7,10] NOBxB [3~6] 4 [8,1014] 1.6.2 GB7714-1987 []... [].... []... () [].... []... 3.7 1.7-9 -
-1 B-1 1.8 1 2 2 1 3 2 4 1.9 a. b. c. d. e. f. 200 1.10-10-
1.11 3.16-11-
2 2.1 2.2 2 Arial 2.1 Arial 2.1.1 Arial 2.3.2.2 Arial Times New Roman 4-1 Times New Roman [9] Taylor. GS. Trans GIS. 2001, 5(3) Times New Roman 2.3 2.3.1 1 10225 2 3 2 4 5 6 7-12-
8 9 10 11 10 2.3.2 4 4 2 2 ( 4 4 ) 3.12 2.4 0.8mm - 13-
2.5 2 1 2 35 4 2.6 4 4 3.15 2.7 2-2 (mm) (mm) (mm) (mm) (mm),, A4 (210 297) 24 14 16 162 267 162 249 40 36-14-
BBrB ; BBsB ; FBxB ; FBcB ; FBfB ; HBcB ; IBcB ; IBfB ; KBFB ; KBfB ; pbpb ; pbib ; RBbB ; RBhB,; RBjB ; ; ; ; ; ; ; ; ; ; ; ; ; ; 3 3.1 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-
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-
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 GB3102.16-86 - 17-
3.2 (1) : 3-1 (2) : 3-2 (3) : 3-3 (4) : 3-4 (5) (6) 3-5 3-1 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-
[] [] [] [] [] [] [] [] 3-4 [] () min h d 1 min60 s 1 h60 min3 600 s 1 d24 h86 400 s [] [] ( " ) ( ' ) ( ) 1"(π/648 000) 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 -1 3 1 t10 kg -27 1 u 1.660 565 5 10 kg 3-3 3 L,l 1 L1dm 10 m -19 ev 1 ev 1.602 189 2 10 J db [] tex 1 tex1 g/km 3-5 18 10 E 15 10 12 10 T 9 10 G 6 10 M 3 10 k 2 10 h 1 10 da -1 10 d -2 10 c -3 10 m -6 10 µ -9 10 n -12 10 p -15 10 f -18 10 a 1( a) 2[ ] 3( ) 4-19-
5 l 6r 7 8 km 9104 108 1012 1984 3.3 1987 1 1 7 1 20 80 4 3 1989 89 2 3/44.5%10 500 3 4 55 345 000 000 3.45 34 500, 3 4 500 3 4 5 6 4 4 3 (1/2 ) 3 000 000 3,000, 000 71) 2)3) 80% 100 1804) 80% 100 805) 80% 100, 206) 1/4 4 1 1 0.25-20-
1/21/3 3.4 3 Table 3-6 Material parameters of composite plate for FEM analysis t = 2. 1 0 mm t = 1. 2 0 mm 3 ρ = 7. 8 g/cm m 3 ρ = 7. 9 g/cm p Em = 206.5 Ga Ec = 80 Ga µ = 0. 3 µ = 0. 31 m a = 9 mm b = 58 p mm 3-7 2000 km 50284 49622 285 387 4643 22757 21550 662 35216 33698 354 410 4150 8898 19886 1518 45547 44969 1068 833 8347 18944 15777 578 3-8 % % 1994 7473 48.0 22.0 30.0 1995 8035 47.0 27.0 26.0 1996 9880 37.5 32.0 30.5 4.5 1997 9317 35.3 43.6 21.1 5.3 1998 11425 26.6 49.3 24.1 3.5 1999 11584 20.4 54.8 24.8 2.8 2000 12695 14.7 58.3 27.0 4.9 2001 12335 13.0 59.9 27.1 5.0 2002 12628 13.0 61.5 25.5 5.0 2003 12740 11.0 65.0 24.0 6.0-21-
3.5 1 2 32 word 3-2 - 22-
3 1 2 3 4 5 6 3-3 4 r r Fig.3-4 3-4 Schematic of influence of sample height on resolution - 23-
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-
8 3-8 Fig. 3-8 Relation between torque and rotate speed of USM 3.6 GB4728.113-84.1985 GB5465.12-1985 GB7159-1987 GB6988-1986 3.7 [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):193-207 [3],.., 2004,3(2):35~36 [4]... 2004:8~13 [5] Alf uttmer, eter Nauptmann, RalfLucklum. Spice Model for Lossy iezoceramic Transducers. IEEE Trans. UFFC.2002,44(1):60~65-25-
[6],..., 2003:135~138 () 3.8 A bu an 98 27 55 385 413 44 C B can ba 371 298 ce 198 28 bi 99 29 358 98 143 353 252 biao 329 250 219 28 chi - 26-
411 358 263 129 206 chui 210 468 bo ci 55 265 481 316 481 316 480 263 218 143 481 267 3.9 1-1 - - 2 - - 27-
3.10 10225 050001-28-
3.11 10225 05T001-29-
3.12 10225 05C001-30-
3.13 10225 05C001 2004 6-31-
3.14 10225 05C001 2004 6-32-
3.15 University Code: 10225 Resister Code: 050005 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-
3.16 Abstract 1 1 1.1 ITS, GIS 1 1.2 2 1.2.1 3 1.2.3 GIS MAX 4 1.2.4 GIS 5 1.2.5 GIS 5 1.3 5 1.3.1 5 1.3.2 MAINFO 6 1.4 8 1.5 9 2 GIS/GS 10 2.1 GS 10 2.2 GS 10 2.5 40 72 73 74 80 81 82 83-34-
3.17 3-9 3-9 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 3-10 - 35-
Urban and designing Forest - 36-
3.18-37-