STUDY ON 3D FRACTAL DISTRIBUTION LAW OF THE SURFACE NUMBER IN ROCK MASS
|
|
- Εὔα Ιωαννίδης
- 7 χρόνια πριν
- Προβολές:
Transcript
1 4 4 Vol.4 No Chinese Journal of Rock Mechanics and Engineering Feb ( ) ( ) D S N S D N D = D S 1 D N ST SP N N S N = kn S k TU 45 A (005) STUDY ON 3D FRACTA DISTRIBUTION AW OF THE SURFACE NUMBER IN ROCK MASS FENG Zeng-chao 1 ZHAO Yang-sheng 1 WEN Zai-ming 1 (1. Mining Technology Institute Taiyuan University of Technology Taiyuan China. Department of Mining China University of Mining and Technology Xuzhou 1008 China) Abstract Based on numerical simulation experiment the fractal distribution law of surface number in rock mass is proved. According to large amount of calculate and theoretical inducement the two important fractal parameters for fractured face are achieved. Through a great deal of calculation the relationship between D S and D fractal dimension D of trace is obtained which is D =D S 1 and D is not related to the other parameters including N S dip angle ST azimuth SP of 3D surface. The relationship of N S and the initial value of trace number N is obtained. There are projection relation between N and ST and SP and proportional relation between N and Ns which is N = kn S where k depends on surface projection. These relations provide the foundation for studying number and scale of surface in rock masses. Key words mining engineering surface in rock mass fractal law surface trace section plane of rock mass ( ) ( ) (1971 ) 001 zc-feng@163.com
2 (1) 0 ( 0 [1 ] ) 0 N( 0 ) () 0 8 δ 1 = 0 / 1 δ1 0 / N( 0 /) k (3) δ k = 0 / 3k 0 δ k 50 N( 0 / k ) [3 4] Fisher (4) 0 / k Bingham [5] N( 0 / k ) [6] (5) lg-lgn [7] Monte Carlo DS N( δ ) = N Sδ (1) [8 9] Monte Carlo N S [10] 1 D S 3 [11 14] (1) () (3) n r ST SP = 1 N S = 1 D S =.40 3
3 Y 3.3 C 0 = 1 n r 1 D S1 =.3 N S1 = 1 ST 1 = 30 SP 1 = ST B 75 D S =.6 N S = 1 ST = 60 SP = D 15 3 SP Z 1 O A X ( 3) 1 Fig.1 Relation of dip angle azimuth and normal vector 3 Table 3 The fractal parameters of trace on various section 1 plane with grouping-distributed 3D surface ( 1) 0 = 1 D N R 0 0 / 0 /4 0 /8 0 /16 0 /3 1 XOY (D S =.40 N S = 1) Table 1 The fractal parameters of trace on various section plane with fully-random distributed 3D surface XOZ (D S =.40 N S = 1) XOY = / 0 /4 0 /8 0 /16 0 /3 D N R XOY YOZ XOZ ( 8.6%) ( 0.99) 3 (.9%.96%) 3. 0 = 1 N S = 1 D S =.4 ST = 45 SP = D 3D ( ) D (D S =.40 N S = 1 ST = 45 SP = 75 ) D D S Table The fractal parameters of trace on various section D plane with partly -random distributed 3D surface (D S =.40 N S = 1 ST = 45 SP = 75 ) 0 = / 0 /4 0 /8 0 /16 0 /3 D N R XOY YOZ XOZ YOZ YOZ XOZ ( 0.9) D S 4.1 D S D D S ST SP XOZ YOZ XOY ( 1 ) D D S
4 D S 3 D D D S D S D Fig. Relationship between 3D fractal dimension of surface number D S and fractal dimensions D and their mean of various orthogonal section plane of fully-random distribution XOZ YOZ XOY 3 ( 1 ) 1.54% D 4 D D S D D =.005 1D () S 1 + D D ST = 45 ST = 85 3 D S =.405 ST SP D Fig.3 The relationship between azimuth SP dip angle ST and fractal dimension D of D when D S =.405 D S R = D S 4. D S D 4 D S D D S (N S = 1 ST = 45SP = 60 ) Fig.4 The relationship between 3D fractal dimension of surface ST SP number D S and fractal dimensions D of various XOZ YOZ XOY orthogonal section plane of partly-random distribution ( 1 ) (N S = 1 ST = 45SP = 60 ) D ST SP ST 4 SP D D D S D ST SP D ( 3) 5 D 3D D ST SP 5.1 N ST SP
5 D S N SP ST ST SP SP XOZ YOZ XOY ST N ( 1 1 ) N = N ST SP sin ( ST )cos ( SP) (5) R = XOZ N SP N ST ST SP N 5. D 3D N = sin(ST) (3) D S R = ST SP 5 YOZ N S N SP ST XOZ YOZ XOY SP ( 1 1 ) ST N N = sin ( ST )sin ( SP) (4) R = XOY N = kn S N N S 5 D S ST SP N N S 4 XOZ N (D S =.4) Table 4 The initial value of trace number N in XOZ section plane with different dip angle ST and azimuth angle SP(D S =.4) ST/( ) YOZ N (D S =.4) Table 5 The initial value of trace number N in YOZ section plane with different dip angle ST and azimuth angle SP(D S =.4) ST/( )
6 XOY N (D S =.4) Table 6 The initial value of trace number N in XOY section plane with different dip angle ST and azimuth angle SP(D S =.4) ST/( ) N S 5 XOZ N N S (D S =.4 SP = 0 ) Fig.5 Relationship between N of XOZ section plane and the initial value of surface number N S (D S =.4 SP = 0 ) and the mean of N 5.3 D S N ST SP N S = 1 7 D S Table 7 The number of surface and trace on fractal XOZ YOZ XOY observation ( 1 ) N D S D S 6 D S N N D S N D 3D 6 D S N Fig.6 Relationship between D S of fully-random distribution / / / / / / / (1) 0 1 N( δ ) = δ
7 D S N S 1 1 N = sin( ST ) 7 XOY n 1 n 1 N( δ ) = δ D = 1 N = k k 1 N ( 0 / ) = ( 0 / ) (7) D S = D = D S 1 N = () 1 ( N = 1 sin ( ST ) cos (π ) = 1 ) 7 YOZ n ncos(st) n 3 N( δ ) = δ k k 1 D S = 3 N S = 1 N ( 0 / ) = cos( ST )( 0 / ) (8) N = cos(st) N = 1 sin ( ST )sin (π ) = cos( ST ) N( δ ) = δ D = N = 1 D S D D S = 3 D = D S 1 D = D S 1 N S = 1 (3) ST SP = N S 1 90 ( 7) N S N( δ ) = δ 7 Y C B # 100 # m Z 37 A 3 C 8 SP D 3D ST O D X 7 Fig.7 The projection of single surface XOZ n nsin(st) n (1) k k 1 () N ( 0 / ) = sin( ST )( 0 / ) (6)
8 # Table 8 The observation and forecast result of rock crack of drill No.100 in Jiexiu /m D N D N D S N S ST/( ) K (References) [1] Kwaśiewski M A Wang J A. Surface roughness evolution and mechanical behavior of rock joints under shear[j]. Int. J. Rock Mech. 8 Min. Sci (3/4) 709. [] Zhang Z X Yu J Kou S Q et al. On study of influences of loading rate on fractal dimension of fractal surface in gabbro[j]. Rock Mech. Rock Engng (3) (1) [s. l.] [s. n.] orientation date[j]. Math. Geology Geomech. Abstr () D D S 1 N N S 365. N [8] ST SP (3) Advance of Rock Mechanics (in Chinese)) (4) Geomech. Abstract [10] [3] Fisher S R. Dispersion on a sphere[a]. In Proc. Roy. Soc. and.[c]. [4] Shanley R J Mahtab M A. Delineation and analysis of clusters in [5] Priest S D Hudson J A. Estimation of discontinuity spacing and trace length using scan line surveys[j]. Int. J. Rock Mech. Sci. and [6] Zanbak C. Statistical interpretation of discontinuity contour diagram[j]. Int. J. Rock Mech. Min. Sc. Geomech. Abstract 1997 [7] Zaitsev Y V Wittmann F H. Simulation of crack propagation and failure of concrete[j]. Materiaux et Construction [J] (Pan Bietong Jing anru. Simulation and application of probability model of rock mass structure[j]. Recent [9] Kulatilake P H S W. Joint network modeling with a validation exercise in stripe mine Sweden[J]. Int. J. Rock Mech. Sci. and.
9 [J]. 00 1(7) (Jia Hongbiao Ma Shuzhi Tang Huiming et al. Study on engineering application of 3D modeling of rock discontinuity network[j]. Chinese Journal of Rock Mechanics and Engineering 00 1(7) (in Chinese)) of Three Gorges[J]. Chinese Journal of Geotechnical Engineering (5) (in Chinese)) [13]. [J]. 00 1(11) (Zhao Yangsheng Wang Xiaohai Duan Kanglian et al. Unsymmetrical of [11]. [J]. scale transformation of rock mass anisotropy[j]. Chinese Journal of (4) (Kang Tianhe Zhao Yangsheng Jin Zhongming. Fractal study of fracture scale distribution in coalmass[j]. Journal of China Society (4) (in Chinese)) Rock Mechanics and Engineering 00 1(11) (in Chinese)) [14]. [J]. 00 1(10) (Hu Yaoqing [1]. Zhao Yangsheng Yang Dong et al. Relationship between permeability [J] (5) (Shen Jin Zhao Yangsheng Zhu Weishen. Fractal distribution for rock mass in fractures for rock mass in high slopes and its application to the lock and fractal dimension of coal mass[j]. Chinese Journal of Rock Mechanics and Engineering 00 1(10) (in Chinese)) ( 55 ) EI (80 )(II) No. 1 0 kv CBR ( 656 )
Study on the Strengthen Method of Masonry Structure by Steel Truss for Collapse Prevention
33 2 2011 4 Vol. 33 No. 2 Apr. 2011 1002-8412 2011 02-0096-08 1 1 1 2 3 1. 361005 3. 361004 361005 2. 30 TU746. 3 A Study on the Strengthen Method of Masonry Structure by Steel Truss for Collapse Prevention
Διαβάστε περισσότεραStress Relaxation Test and Constitutive Equation of Saturated Soft Soil
8 7 011 7 Journal of Highway and Transportation Research and Development Vol. 8 No. 7 Jul. 011 100-068 011 07-0014 - 05 1 1. 0009. 710064 k 0 Merchant 4 Merchant U416. 1 + 6 A Stress Relaxation Test and
Διαβάστε περισσότερα,,, (, 100875) 1989 12 25 1990 2 23, - 2-4 ;,,, ; -
25 3 2003 5 RESOURCES SCIENCE Vol. 25 No. 3 May 2003 ( 100875) : 500L - 2-4 - 6-8 - 10 114h - 120h 6h 1989 12 25 1990 2 23-2 - 4 : ; ; - 4 1186cm d - 1 10cm 514d ; : 714 13 317 714 119 317 : ; ; ; :P731
Διαβάστε περισσότεραEvaluation on precision of occurrence measurement based on theory of errors
35 2 2016 6 GLOBAL GEOLOGY Vol. 35 No. 2 Jun. 2016 1004 5589 2016 02 0567 08 130026 5 ± 4 ± 3 4 P21 TD17 A doi 10. 3969 /j. issn. 1004-5589. 2016. 02. 030 Evaluation on precision of occurrence measurement
Διαβάστε περισσότεραJ. of Math. (PRC) 6 n (nt ) + n V = 0, (1.1) n t + div. div(n T ) = n τ (T L(x) T ), (1.2) n)xx (nt ) x + nv x = J 0, (1.4) n. 6 n
Vol. 35 ( 215 ) No. 5 J. of Math. (PRC) a, b, a ( a. ; b., 4515) :., [3]. : ; ; MR(21) : 35Q4 : O175. : A : 255-7797(215)5-15-7 1 [1] : [ ( ) ] ε 2 n n t + div 6 n (nt ) + n V =, (1.1) n div(n T ) = n
Διαβάστε περισσότεραEXPERIMENT RESEARCH OF INFLUENCE OF DYNAMIC LOADING ON PROCESS OF CRACK FORMATION AT BOOTY OF LITHOIDAL BLOCKS T.
EXPERIMENT RESEARCH OF INFLUENCE OF DYNAMIC LOADING ON PROCESS OF CRACK FORMATION AT BOOTY OF LITHOIDAL BLOCKS T. Grebeniuk, K. Tkachuk National technical university of Ukraine «KPI» vul. Borshchahivka,
Διαβάστε περισσότερα( ) , ) , ; kg 1) 80 % kg. Vol. 28,No. 1 Jan.,2006 RESOURCES SCIENCE : (2006) ,2 ,,,, ; ;
28 1 2006 1 RESOURCES SCIENCE Vol. 28 No. 1 Jan. 2006 :1007-7588(2006) 01-0002 - 07 20 1 1 2 (11 100101 ; 21 101149) : 1978 1978 2001 ; 2010 ; ; ; : ; ; 24718kg 1) 1990 26211kg 260kg 1995 2001 238kg( 1)
Διαβάστε περισσότεραHigh order interpolation function for surface contact problem
3 016 5 Journal of East China Normal University Natural Science No 3 May 016 : 1000-564101603-0009-1 1 1 1 00444; E- 00030 : Lagrange Lobatto Matlab : ; Lagrange; : O41 : A DOI: 103969/jissn1000-56410160300
Διαβάστε περισσότεραCongruence Classes of Invertible Matrices of Order 3 over F 2
International Journal of Algebra, Vol. 8, 24, no. 5, 239-246 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/.2988/ija.24.422 Congruence Classes of Invertible Matrices of Order 3 over F 2 Ligong An and
Διαβάστε περισσότεραMODEL EXPERIMENT STUDY ON THE DIFFERENT REINFORCEMENT EFFECTS OF UN-BONDED ANCHOR CABLE AND FULL-LENGTH BONDED ANCHOR CABLE IN ROCK ENGINEERING
24 15 Vol.24 No.15 2005 8 Chinese Journal of Rock Mechanics and Engineering Aug. 2005 1 1 2 3 (1. 471023 2. 230026 3. 430070) 2 2 2 2 2 TU 457 A 1000 6915(2005)12 2689 08 MODEL EXPERIMENT STUDY ON THE
Διαβάστε περισσότεραQ L -BFGS. Method of Q through full waveform inversion based on L -BFGS algorithm. SUN Hui-qiu HAN Li-guo XU Yang-yang GAO Han ZHOU Yan ZHANG Pan
3 2015 12 GLOBAL GEOLOGY Vol. 3 No. Dec. 2015 100 5589 2015 0 1106 07 L BFGS Q 130026 Q 2D L BFGS Marmousi Q L BFGS P631. 3 A doi 10. 3969 /j. issn. 1005589. 2015. 0. 02 Method of Q through full waveform
Διαβάστε περισσότεραGro wth Properties of Typical Water Bloom Algae in Reclaimed Water
31 1 2010 1 ENVIRONMENTAL SCIENCE Vol. 31,No. 1 Jan.,2010, 3, (,, 100084) :,.,, ( Microcystis aeruginosa),3 (A 2 O ) 10 6 ml - 1,> 0139 d - 1. A 2 O222,. TP ( K max ) ( R max ), Monod. :; ; ; ; :X173 :A
Διαβάστε περισσότεραQuick algorithm f or computing core attribute
24 5 Vol. 24 No. 5 Cont rol an d Decision 2009 5 May 2009 : 100120920 (2009) 0520738205 1a, 2, 1b (1. a., b., 239012 ; 2., 230039) :,,.,.,. : ; ; ; : TP181 : A Quick algorithm f or computing core attribute
Διαβάστε περισσότεραCorV CVAC. CorV TU317. 1
30 8 JOURNAL OF VIBRATION AND SHOCK Vol. 30 No. 8 2011 1 2 1 2 2 1. 100044 2. 361005 TU317. 1 A Structural damage detection method based on correlation function analysis of vibration measurement data LEI
Διαβάστε περισσότεραER-Tree (Extended R*-Tree)
1-9825/22/13(4)768-6 22 Journal of Software Vol13, No4 1, 1, 2, 1 1, 1 (, 2327) 2 (, 3127) E-mail xhzhou@ustceducn,,,,,,, 1, TP311 A,,,, Elias s Rivest,Cleary Arya Mount [1] O(2 d ) Arya Mount [1] Friedman,Bentley
Διαβάστε περισσότερα2 ~ 8 Hz Hz. Blondet 1 Trombetti 2-4 Symans 5. = - M p. M p. s 2 x p. s 2 x t x t. + C p. sx p. + K p. x p. C p. s 2. x tp x t.
36 2010 8 8 Vol 36 No 8 JOURNAL OF BEIJING UNIVERSITY OF TECHNOLOGY Aug 2010 Ⅰ 100124 TB 534 + 2TP 273 A 0254-0037201008 - 1091-08 20 Hz 2 ~ 8 Hz 1988 Blondet 1 Trombetti 2-4 Symans 5 2 2 1 1 1b 6 M p
Διαβάστε περισσότεραApproximation Expressions for the Temperature Integral
20 7Π8 2008 8 PROGRSS IN CHMISRY Vol. 20 No. 7Π8 Aug., 2008 3 3 3 3 3 ( 230026),,,, : O64311 ; O64213 : A : 10052281X(2008) 07Π821015206 Approimation pressions for the emperature Integral Chen Haiiang
Διαβάστε περισσότερα: Monte Carlo EM 313, Louis (1982) EM, EM Newton-Raphson, /. EM, 2 Monte Carlo EM Newton-Raphson, Monte Carlo EM, Monte Carlo EM, /. 3, Monte Carlo EM
2008 6 Chinese Journal of Applied Probability and Statistics Vol.24 No.3 Jun. 2008 Monte Carlo EM 1,2 ( 1,, 200241; 2,, 310018) EM, E,,. Monte Carlo EM, EM E Monte Carlo,. EM, Monte Carlo EM,,,,. Newton-Raphson.
Διαβάστε περισσότεραVol. 31,No JOURNAL OF CHINA UNIVERSITY OF SCIENCE AND TECHNOLOGY Feb
Ξ 31 Vol 31,No 1 2 0 0 1 2 JOURNAL OF CHINA UNIVERSITY OF SCIENCE AND TECHNOLOGY Feb 2 0 0 1 :025322778 (2001) 0120016205 (, 230026) : Q ( m 1, m 2,, m n ) k = m 1 + m 2 + + m n - n : Q ( m 1, m 2,, m
Διαβάστε περισσότεραNo. 7 Modular Machine Tool & Automatic Manufacturing Technique. Jul TH166 TG659 A
7 2016 7 No. 7 Modular Machine Tool & Automatic Manufacturing Technique Jul. 2016 1001-2265 2016 07-0122 - 05 DOI 10. 13462 /j. cnki. mmtamt. 2016. 07. 035 * 100124 TH166 TG659 A Precision Modeling and
Διαβάστε περισσότεραA research on the influence of dummy activity on float in an AOA network and its amendments
2008 6 6 :100026788 (2008) 0620106209,, (, 102206) : NP2hard,,..,.,,.,.,. :,,,, : TB11411 : A A research on the influence of dummy activity on float in an AOA network and its amendments WANG Qiang, LI
Διαβάστε περισσότερα1 (forward modeling) 2 (data-driven modeling) e- Quest EnergyPlus DeST 1.1. {X t } ARMA. S.Sp. Pappas [4]
212 2 ( 4 252 ) No.2 in 212 (Total No.252 Vol.4) doi 1.3969/j.issn.1673-7237.212.2.16 STANDARD & TESTING 1 2 2 (1. 2184 2. 2184) CensusX12 ARMA ARMA TU111.19 A 1673-7237(212)2-55-5 Time Series Analysis
Διαβάστε περισσότεραResearch on explaining porosity in carbonate reservoir by capture cross section method
33 4 2014 12 GLOBAL GEOLOGY Vol. 33 No. 4 Dec. 2014 1004-5589 2014 04-0875 - 05 1 2 1 2 1. 130026 2. 830011 PND SIGMA CATO SIGMA CNL 0. 91 SIGMA CATO P631. 325 A doi 10. 3969 /j. issn. 1004-5589. 2014.
Διαβάστε περισσότεραError ana lysis of P2wave non2hyperbolic m oveout veloc ity in layered media
28 1 2009 3 Vol128 No11 GLOBAL GEOLOGY Mar1 2009 : 1004 5589 (2009) 01 0098 05 P 1, 1, 2, 1 1., 130026; 2., 100027 :,,,, 1%,,, 12187%,, : ; ; ; : P63114 : A Abstract: Error ana lysis of P2wave non2hyperbolic
Διαβάστε περισσότεραWeb-based supplementary materials for Bayesian Quantile Regression for Ordinal Longitudinal Data
Web-based supplementary materials for Bayesian Quantile Regression for Ordinal Longitudinal Data Rahim Alhamzawi, Haithem Taha Mohammad Ali Department of Statistics, College of Administration and Economics,
Διαβάστε περισσότεραMotion analysis and simulation of a stratospheric airship
32 11 Vol 32 11 2011 11 Journal of Harbin Engineering University Nov 2011 doi 10 3969 /j issn 1006-7043 2011 11 019 410073 3 2 V274 A 1006-7043 2011 11-1501-08 Motion analysis and simulation of a stratospheric
Διαβάστε περισσότερα90 [, ] p Panel nested error structure) : Lagrange-multiple LM) Honda [3] LM ; King Wu, Baltagi, Chang Li [4] Moulton Randolph ANOVA) F p Panel,, p Z
00 Chinese Journal of Applied Probability and Statistics Vol6 No Feb 00 Panel, 3,, 0034;,, 38000) 3,, 000) p Panel,, p Panel : Panel,, p,, : O,,, nuisance parameter), Tsui Weerahandi [] Weerahandi [] p
Διαβάστε περισσότεραSlide D-FLOW 8km. 13a. 400mm / d
22 2 2011 6 The Chinese Journal of Geological Hazard and Control Vol. 22 No. 2 Jun. 2011 1 1 1 2 1. 361005 2. 423037 1003-8035 2011 02-0108-07 TU457 A 0 10 ANSYS10. 0 1-9 2-3 Slide5. 0 9 1 2D-FLOW 8km
Διαβάστε περισσότεραAnalysis on construction application of lager diameter pile foundation engineering in Guangdong coastal areas
29 2 2010 6 GLOBAL GEOLOGY Vol. 29 No. 2 Jun. 2010 1004-5589 2010 02-0341 - 06 1 2 3 4 5 6 1. 130032 2. 130012 3. 134000 4. 130021 5. 130012 6. 130012 1# 2# TU473 A doi 10. 3969 /j. issn. 1004-5589. 2010.
Διαβάστε περισσότεραQuantum dot sensitized solar cells with efficiency over 12% based on tetraethyl orthosilicate additive in polysulfide electrolyte
Electronic Supplementary Material (ESI) for Journal of Materials Chemistry A. This journal is The Royal Society of Chemistry 2017 Supplementary Information (SI) Quantum dot sensitized solar cells with
Διαβάστε περισσότεραHomework 8 Model Solution Section
MATH 004 Homework Solution Homework 8 Model Solution Section 14.5 14.6. 14.5. Use the Chain Rule to find dz where z cosx + 4y), x 5t 4, y 1 t. dz dx + dy y sinx + 4y)0t + 4) sinx + 4y) 1t ) 0t + 4t ) sinx
Διαβάστε περισσότεραAluminum Electrolytic Capacitors (Large Can Type)
Aluminum Electrolytic Capacitors (Large Can Type) Snap-In, 85 C TS-U ECE-S (U) Series: TS-U Features General purpose Wide CV value range (33 ~ 47,000 µf/16 4V) Various case sizes Top vent construction
Διαβάστε περισσότεραConstitutive Equation for Plastic Behavior of Hydrostatic Pressure Dependent Polymers
1/5 Constitutive Equation for Plastic Behavior of Hydrostatic Pressure Deendent Polymers by Yukio SANOMURA Hydrostatic ressure deendence in mechanical behavior of olymers is studied for the constitutive
Διαβάστε περισσότεραNo-load iron loss of permanent magnet synchronous motors
21 5 2017 5 Electri c Machines and Control Vol. 21 No. 5 May 2017 110870 Bertotti 5 kw 3 000 r /min DOI 10. 15938 /j. emc. 2017. 05. 007 TM 315 A 1007-449X 2017 05-0051- 07 No-load iron loss of permanent
Διαβάστε περισσότεραVSC STEADY2STATE MOD EL AND ITS NONL INEAR CONTROL OF VSC2HVDC SYSTEM VSC (1. , ; 2. , )
22 1 2002 1 Vol. 22 No. 1 Jan. 2002 Proceedings of the CSEE ν 2002 Chin. Soc. for Elec. Eng. :025828013 (2002) 0120017206 VSC 1, 1 2, (1., 310027 ; 2., 250061) STEADY2STATE MOD EL AND ITS NONL INEAR CONTROL
Διαβάστε περισσότεραNov Journal of Zhengzhou University Engineering Science Vol. 36 No FCM. A doi /j. issn
2015 11 Nov 2015 36 6 Journal of Zhengzhou University Engineering Science Vol 36 No 6 1671-6833 2015 06-0056 - 05 C 1 1 2 2 1 450001 2 461000 C FCM FCM MIA MDC MDC MIA I FCM c FCM m FCM C TP18 A doi 10
Διαβάστε περισσότεραACTA MATHEMATICAE APPLICATAE SINICA Nov., ( µ ) ( (
35 Þ 6 Ð Å Vol. 35 No. 6 2012 11 ACTA MATHEMATICAE APPLICATAE SINICA Nov., 2012 È ÄÎ Ç ÓÑ ( µ 266590) (E-mail: jgzhu980@yahoo.com.cn) Ð ( Æ (Í ), µ 266555) (E-mail: bbhao981@yahoo.com.cn) Þ» ½ α- Ð Æ Ä
Διαβάστε περισσότερα8Q5SAC) 8Q5SAC UV2Vis 8500 ( ) ; PHS23C ) ;721 ( ) :1 4. ;8Q5SAC : molπl ;Britton2Robinson Q5SAC BSA Britton2Robinson,
31 2003 8 (FENXI HUAXUE) 8 Chinese Journal of Analytical Chemistry 976 980 22( 82 252 272 )21,82 23,62 3 (, 510631) 22(82 252 272 )21,82 23,62 (BSA), 8Q5SAC BSA 298K, 35 40 6. 1 10 5 LΠmol 8Q5SAC, ph =
Διαβάστε περισσότεραΠΟΛΥΤΕΧΝΕΙΟ ΚΡΗΤΗΣ ΣΧΟΛΗ ΜΗΧΑΝΙΚΩΝ ΠΕΡΙΒΑΛΛΟΝΤΟΣ
ΠΟΛΥΤΕΧΝΕΙΟ ΚΡΗΤΗΣ ΣΧΟΛΗ ΜΗΧΑΝΙΚΩΝ ΠΕΡΙΒΑΛΛΟΝΤΟΣ Τομέας Περιβαλλοντικής Υδραυλικής και Γεωπεριβαλλοντικής Μηχανικής (III) Εργαστήριο Γεωπεριβαλλοντικής Μηχανικής TECHNICAL UNIVERSITY OF CRETE SCHOOL of
Διαβάστε περισσότεραResurvey of Possible Seismic Fissures in the Old-Edo River in Tokyo
Bull. Earthq. Res. Inst. Univ. Tokyo Vol. 2.,**3 pp.,,3,.* * +, -. +, -. Resurvey of Possible Seismic Fissures in the Old-Edo River in Tokyo Kunihiko Shimazaki *, Tsuyoshi Haraguchi, Takeo Ishibe +, -.
Διαβάστε περισσότεραMECHANICAL PROPERTIES OF MATERIALS
MECHANICAL PROPERTIES OF MATERIALS! Simple Tension Test! The Stress-Strain Diagram! Stress-Strain Behavior of Ductile and Brittle Materials! Hooke s Law! Strain Energy! Poisson s Ratio! The Shear Stress-Strain
Διαβάστε περισσότεραJ. of Math. (PRC) Banach, , X = N(T ) R(T + ), Y = R(T ) N(T + ). Vol. 37 ( 2017 ) No. 5
Vol. 37 ( 2017 ) No. 5 J. of Math. (PRC) 1,2, 1, 1 (1., 225002) (2., 225009) :. I +AT +, T + = T + (I +AT + ) 1, T +. Banach Hilbert Moore-Penrose.. : ; ; Moore-Penrose ; ; MR(2010) : 47L05; 46A32 : O177.2
Διαβάστε περισσότεραkatoh@kuraka.co.jp okaken@kuraka.co.jp mineot@fukuoka-u.ac.jp 4 35 3 Normalized stress σ/g 25 2 15 1 5 Breaking test Theory 1 2 Shear tests Failure tests Compressive tests 1 2 3 4 5 6 Fig.1. Relation between
Διαβάστε περισσότεραΜεταπτυχιακή διατριβή
ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΓΕΩΤΕΧΝΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΚΑΙ ΔΙΑΧΕΙΡΙΣΗΣΠΕΡΙΒΑΛΛΟΝΤΟΣ Μεταπτυχιακή διατριβή ΟΡΥΚΤΑ ΚΑΥΣΙΜΑ ΣΤΟΝ ΠΑΓΚΟΣΜΙΟ ΧΩΡΟ ΜΙΑ ΕΝΕΡΓΕΙΑΚΗ ΕΠΙΣΚΟΠΗΣΗ ΤΟΥ 2013 ΜΕ ΙΔΙΑΙΤΕΡΗ ΑΝΑΦΟΡΑ
Διαβάστε περισσότερα[1] P Q. Fig. 3.1
1 (a) Define resistance....... [1] (b) The smallest conductor within a computer processing chip can be represented as a rectangular block that is one atom high, four atoms wide and twenty atoms long. One
Διαβάστε περισσότερα; +302 ; +313; +320,.
1.,,*+, - +./ +/2 +, -. ; +, - +* cm : Key words: snow-water content, surface soil, snow type, water permeability, water retention +,**. +,,**/.. +30- +302 ; +302 ; +313; +320,. + *+, *2// + -.*, **. **+.,
Διαβάστε περισσότερα6.3 Forecasting ARMA processes
122 CHAPTER 6. ARMA MODELS 6.3 Forecasting ARMA processes The purpose of forecasting is to predict future values of a TS based on the data collected to the present. In this section we will discuss a linear
Διαβάστε περισσότεραPrey-Taxis Holling-Tanner
Vol. 28 ( 2018 ) No. 1 J. of Math. (PRC) Prey-Taxis Holling-Tanner, (, 730070) : prey-taxis Holling-Tanner.,,.. : Holling-Tanner ; prey-taxis; ; MR(2010) : 35B32; 35B36 : O175.26 : A : 0255-7797(2018)01-0140-07
Διαβάστε περισσότεραThe optimization of EV powertrain s efficiency control strategy under dynamic operation condition
16 3 2012 3 ELECTRI C MACHINES AND CONTROL Vol. 16 No. 3 Mar. 2012 1 1 1 2 2 3 1. 250061 2. 250014 3. 251010 3. 3% U 469. 72 A 1007-449X 2012 03-0053- 07 The optimization of EV powertrain s efficiency
Διαβάστε περισσότεραFENXI HUAXUE Chinese Journal of Analytical Chemistry. Savitzky-Golay. n = SG SG. Savitzky-Golay mmol /L 5700.
38 2010 3 FENXI HUAXUE Chinese Journal of Analytical Chemistry 3 342 ~ 346 DOI 10. 3724 /SP. J. 1096. 2010. 00342 Savitzky-Golay 1 * 1 2 1 3 1 1 510632 2 510632 3 200444 PLS Savitzky-Golay SG 10000 ~ 5300
Διαβάστε περισσότεραStrain gauge and rosettes
Strain gauge and rosettes Introduction A strain gauge is a device which is used to measure strain (deformation) on an object subjected to forces. Strain can be measured using various types of devices classified
Διαβάστε περισσότεραSpherical Coordinates
Spherical Coordinates MATH 311, Calculus III J. Robert Buchanan Department of Mathematics Fall 2011 Spherical Coordinates Another means of locating points in three-dimensional space is known as the spherical
Διαβάστε περισσότεραMIA MONTE CARLO ΜΕΛΕΤΗ ΤΩΝ ΕΚΤΙΜΗΤΩΝ RIDGE ΚΑΙ ΕΛΑΧΙΣΤΩΝ ΤΕΤΡΑΓΩΝΩΝ
«ΣΠΟΥΔΑΙ», Τόμος 41, Τεύχος 2ο, Πανεπιστήμιο Πειραιώς «SPOUDAI», Vol. 41, No 2, University of Piraeus MIA MONTE CARLO ΜΕΛΕΤΗ ΤΩΝ ΕΚΤΙΜΗΤΩΝ RIDGE ΚΑΙ ΕΛΑΧΙΣΤΩΝ ΤΕΤΡΑΓΩΝΩΝ Του Πάνου Αναστ. Πανόπουλου Οικονομικό
Διαβάστε περισσότερα«Χρήσεις γης, αξίες γης και κυκλοφοριακές ρυθμίσεις στο Δήμο Χαλκιδέων. Η μεταξύ τους σχέση και εξέλιξη.»
ΕΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΝΕΙΟ ΣΧΟΛΗ ΑΓΡΟΝΟΜΩΝ ΚΑΙ ΤΟΠΟΓΡΑΦΩΝ ΜΗΧΑΝΙΚΩΝ ΤΟΜΕΑΣ ΓΕΩΓΡΑΦΙΑΣ ΚΑΙ ΠΕΡΙΦΕΡΕΙΑΚΟΥ ΣΧΕΔΙΑΣΜΟΥ ΔΙΠΛΩΜΑΤΙΚΗ ΕΡΓΑΣΙΑ: «Χρήσεις γης, αξίες γης και κυκλοφοριακές ρυθμίσεις στο Δήμο Χαλκιδέων.
Διαβάστε περισσότεραStabilization of stock price prediction by cross entropy optimization
,,,,,,,, Stabilization of stock prediction by cross entropy optimization Kazuki Miura, Hideitsu Hino and Noboru Murata Prediction of series data is a long standing important problem Especially, prediction
Διαβάστε περισσότεραMean bond enthalpy Standard enthalpy of formation Bond N H N N N N H O O O
Q1. (a) Explain the meaning of the terms mean bond enthalpy and standard enthalpy of formation. Mean bond enthalpy... Standard enthalpy of formation... (5) (b) Some mean bond enthalpies are given below.
Διαβάστε περισσότεραA life-table metamodel to support management of data deficient species, exemplified in sturgeons and shads. Electronic Supplementary Material
A life-table metamodel to support management of data deficient species, exemplified in sturgeons and shads Electronic Supplementary Material Ivan Jarić 1,2*, Jörn Gessner 1 and Mirjana Lenhardt 3 1 Leibniz-Institute
Διαβάστε περισσότερα2 PbO 2. Pb 3 O 4 Sn. Ti/SnO 2 -Sb 2 O 4 -CF/PbO x SnO 2 -Sb PbO 2. Sn-Sb 1:1. 1 h. Sn:Sb=10:1. PbO 2 - CeO 2 PbO 2. [8] SnO 2 +Sb 2 O 4 _
41 Vol.41, No. 01 RARE METAL MATERIALS AND ENGINEERING March 01 Pb O 4 PbO ( 710049) SnO -Sb Pb O 4 Pb O 4 100.5 h 970 h XRF XRD SEM Pb O 4 PbO PbO TG146.1 + A 100-185X(01)0-046-05 [1,] 1 PbO PbO Sn-Sb
Διαβάστε περισσότερα22 .5 Real consumption.5 Real residential investment.5.5.5 965 975 985 995 25.5 965 975 985 995 25.5 Real house prices.5 Real fixed investment.5.5.5 965 975 985 995 25.5 965 975 985 995 25.3 Inflation
Διαβάστε περισσότεραAluminum Electrolytic Capacitors
Aluminum Electrolytic Capacitors Snap-In, Mini., 105 C, High Ripple APS TS-NH ECE-S (G) Series: TS-NH Features Long life: 105 C 2,000 hours; high ripple current handling ability Wide CV value range (47
Διαβάστε περισσότεραGPGPU. Grover. On Large Scale Simulation of Grover s Algorithm by Using GPGPU
GPGPU Grover 1, 2 1 3 4 Grover Grover OpenMP GPGPU Grover qubit OpenMP GPGPU, 1.47 qubit On Large Scale Simulation of Grover s Algorithm by Using GPGPU Hiroshi Shibata, 1, 2 Tomoya Suzuki, 1 Seiya Okubo
Διαβάστε περισσότερα[4] 1.2 [5] Bayesian Approach min-max min-max [6] UCB(Upper Confidence Bound ) UCT [7] [1] ( ) Amazons[8] Lines of Action(LOA)[4] Winands [4] 1
1,a) Bayesian Approach An Application of Monte-Carlo Tree Search Algorithm for Shogi Player Based on Bayesian Approach Daisaku Yokoyama 1,a) Abstract: Monte-Carlo Tree Search (MCTS) algorithm is quite
Διαβάστε περισσότεραOptimizing Microwave-assisted Extraction Process for Paprika Red Pigments Using Response Surface Methodology
2012 34 2 382-387 http / /xuebao. jxau. edu. cn Acta Agriculturae Universitatis Jiangxiensis E - mail ndxb7775@ sina. com 212018 105 W 42 2 min 0. 631 TS202. 3 A 1000-2286 2012 02-0382 - 06 Optimizing
Διαβάστε περισσότεραCorrection of chromatic aberration for human eyes with diffractive-refractive hybrid elements
5 5 2012 10 Chinese Optics Vol. 5 No. 5 Oct. 2012 1674-2915 2012 05-0525-06 - * 100190-14 - - 14. 51 μm 81. 4 μm - 1. 64 μm / O436. 1 TH703 A doi 10. 3788 /CO. 20120505. 0525 Correction of chromatic aberration
Διαβάστε περισσότεραAquinas College. Edexcel Mathematical formulae and statistics tables DO NOT WRITE ON THIS BOOKLET
Aquinas College Edexcel Mathematical formulae and statistics tables DO NOT WRITE ON THIS BOOKLET Pearson Edexcel Level 3 Advanced Subsidiary and Advanced GCE in Mathematics and Further Mathematics Mathematical
Διαβάστε περισσότεραPhys460.nb Solution for the t-dependent Schrodinger s equation How did we find the solution? (not required)
Phys460.nb 81 ψ n (t) is still the (same) eigenstate of H But for tdependent H. The answer is NO. 5.5.5. Solution for the tdependent Schrodinger s equation If we assume that at time t 0, the electron starts
Διαβάστε περισσότεραLUO, Hong2Qun LIU, Shao2Pu Ξ LI, Nian2Bing
2003 61 3, 435 439 ACTA CHIMICA SINICA Vol 61, 2003 No 3, 435 439 2 ΞΞ ( 400715), 2, 2, 2, 3/ 2 2,, 2,, Ne w Methods for the Determination of the Inclusion Constant between Procaine Hydrochloride and 2Cyclodextrin
Διαβάστε περισσότεραEects of Gas-Surface Interaction Model in Hypersonic Rareed Gas Flow
4 D-5 Eects of Gas-Surface Interaction Model in Hypersonic Rareed Gas Flow,, 3--, E-mail tsuboi@ab.eng.isas.ac.jp, 7-3-, E-mail ymats@mech.t.u-tokyo.ac.jp Nobuyuki Tsuboi, Institute of Space and Astronautical
Διαβάστε περισσότεραFormation mechanism of dynamic impact failure zone of super dynamic water inrush in coal mine
t D W ET K E TD74 A 1000 4548(2011)11 1726 08 (1984 ) E-mail: qweiqlm@163.com Formation mechanism of dynamic impact failure zone of super dynamic water inrush in coal mine QIAO Wei 1, 2, LI Wen-ping 1,
Διαβάστε περισσότεραResearch on Economics and Management
36 5 2015 5 Research on Economics and Management Vol. 36 No. 5 May 2015 490 490 F323. 9 A DOI:10.13502/j.cnki.issn1000-7636.2015.05.007 1000-7636 2015 05-0052 - 10 2008 836 70% 1. 2 2010 1 2 3 2015-03
Διαβάστε περισσότεραΖΩΝΟΠΟΙΗΣΗ ΤΗΣ ΚΑΤΟΛΙΣΘΗΤΙΚΗΣ ΕΠΙΚΙΝΔΥΝΟΤΗΤΑΣ ΣΤΟ ΟΡΟΣ ΠΗΛΙΟ ΜΕ ΤΗ ΣΥΜΒΟΛΗ ΔΕΔΟΜΕΝΩΝ ΣΥΜΒΟΛΟΜΕΤΡΙΑΣ ΜΟΝΙΜΩΝ ΣΚΕΔΑΣΤΩΝ
EΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΕΙΟ Τμήμα Μηχανικών Μεταλλείων-Μεταλλουργών ΖΩΝΟΠΟΙΗΣΗ ΤΗΣ ΚΑΤΟΛΙΣΘΗΤΙΚΗΣ ΕΠΙΚΙΝΔΥΝΟΤΗΤΑΣ ΜΕ ΤΗ ΣΥΜΒΟΛΗ ΔΕΔΟΜΕΝΩΝ ΣΥΜΒΟΛΟΜΕΤΡΙΑΣ ΜΟΝΙΜΩΝ ΣΚΕΔΑΣΤΩΝ ΔΙΠΛΩΜΑΤΙΚΗ ΕΡΓΑΣΙΑ Κιτσάκη Μαρίνα
Διαβάστε περισσότεραSimplex Crossover for Real-coded Genetic Algolithms
Technical Papers GA Simplex Crossover for Real-coded Genetic Algolithms 47 Takahide Higuchi Shigeyoshi Tsutsui Masayuki Yamamura Interdisciplinary Graduate school of Science and Engineering, Tokyo Institute
Διαβάστε περισσότεραNumerical simulation of Earth s gravitational field recovery from SST based on the energy conservation principle
49 3 2006 5 CHINESE JOURNAL OF GEOPHYSICS Vol 49, No 3 May, 2006, -, 2006, 49 (3) 712 717 Zheng W, Shao C G, Luo J, et al Numerical simulation of Earth s gravitational field recovery from SST based on
Διαβάστε περισσότεραApplication of Mohr-Coulomb yield criterion in geo-technical engineering
29 4 2010 12 GLOBAL GEOLOGY Vol. 29 No. 4 Dec. 2010 1004-5589 2010 04-0633 - 07 Mohr-Coulomb 1 2 3 1. 130026 2. 130031 3. 100024 Tresca Mises Mohr-Coulomb Mohr-Coulomb Mohr-Coulomb Mohr-Coulomb Mohr-Coulomb
Διαβάστε περισσότεραReminders: linear functions
Reminders: linear functions Let U and V be vector spaces over the same field F. Definition A function f : U V is linear if for every u 1, u 2 U, f (u 1 + u 2 ) = f (u 1 ) + f (u 2 ), and for every u U
Διαβάστε περισσότεραNumerical Analysis FMN011
Numerical Analysis FMN011 Carmen Arévalo Lund University carmen@maths.lth.se Lecture 12 Periodic data A function g has period P if g(x + P ) = g(x) Model: Trigonometric polynomial of order M T M (x) =
Διαβάστε περισσότεραΠΣΤΥΙΑΚΗ ΔΡΓΑΙΑ. Μειέηε Υξόλνπ Απνζηείξσζεο Κνλζέξβαο κε Τπνινγηζηηθή Ρεπζηνδπλακηθή. Αζαλαζηάδνπ Βαξβάξα
ΣΔΥΝΟΛΟΓΙΚΟ ΔΚΠΑΙΓΔΤΣΙΚΟ ΙΓΡΤΜΑ ΘΔΑΛΟΝΙΚΗ ΥΟΛΗ ΣΔΥΝΟΛΟΓΙΑ ΣΡΟΦΙΜΩΝ & ΓΙΑΣΡΟΦΗ ΣΜΗΜΑ ΣΔΥΝΟΛΟΓΙΑ ΣΡΟΦΙΜΩΝ ΠΣΤΥΙΑΚΗ ΔΡΓΑΙΑ Μειέηε Υξόλνπ Απνζηείξσζεο Κνλζέξβαο κε Τπνινγηζηηθή Ρεπζηνδπλακηθή Αζαλαζηάδνπ Βαξβάξα
Διαβάστε περισσότεραmm CECS159. Vol. 36 No. 8 JOURNAL OF BEIJING UNIVERSITY OF TECHNOLOGY. Aug
36 2010 8 8 Vol 36 No 8 JOURNAL OF BEIJING UNIVERSITY OF TECHNOLOGY Aug 2010 1 2 1 1 1 1 1 100124 2 100124 3 1 5 1 /5 230 115 77 2 TU 375 A 0254-0037 2010 08-1059 - 10 1-3 20 70-4-5 6 4 1 2 2 2 1 2 2 3
Διαβάστε περισσότερα* ** *** *** Jun S HIMADA*, Kyoko O HSUMI**, Kazuhiko O HBA*** and Atsushi M ARUYAMA***
J. Jpn. Soc. Soil Phys. No. +*2, p. +3,2,**2 * ** *** *** Influence Area of Stem Flow on a Soil of Deciduous Forest Floor by Electric Resistivity Survey and the Evaluation of Groundwater Recharge through
Διαβάστε περισσότεραA System Dynamics Model on Multiple2Echelon Control
2007 9 9 :100026788 (2007) 0920107208 1, 1, 1, 2 (11, 100876 ;21, 100044) :..,,.,.,. : ;;; : TP39119 : A A System Dynamics Model on Multiple2Echelon Control YANG Tian2jian 1, LV Ting2jie 1, ZHANG Xiao2hang
Διαβάστε περισσότεραBuried Markov Model Pairwise
Buried Markov Model 1 2 2 HMM Buried Markov Model J. Bilmes Buried Markov Model Pairwise 0.6 0.6 1.3 Structuring Model for Speech Recognition using Buried Markov Model Takayuki Yamamoto, 1 Tetsuya Takiguchi
Διαβάστε περισσότεραStudy on Re-adhesion control by monitoring excessive angular momentum in electric railway traction
() () Study on e-adhesion control by monitoring excessive angular momentum in electric railway traction Takafumi Hara, Student Member, Takafumi Koseki, Member, Yutaka Tsukinokizawa, Non-member Abstract
Διαβάστε περισσότεραA summation formula ramified with hypergeometric function and involving recurrence relation
South Asian Journal of Mathematics 017, Vol. 7 ( 1): 1 4 www.sajm-online.com ISSN 51-151 RESEARCH ARTICLE A summation formula ramified with hypergeometric function and involving recurrence relation Salahuddin
Διαβάστε περισσότεραParametrized Surfaces
Parametrized Surfaces Recall from our unit on vector-valued functions at the beginning of the semester that an R 3 -valued function c(t) in one parameter is a mapping of the form c : I R 3 where I is some
Διαβάστε περισσότεραΜΑΘΗΜΑΤΙΚΗ ΠΡΟΣΟΜΟΙΩΣΗ ΤΗΣ ΔΥΝΑΜΙΚΗΣ ΤΟΥ ΕΔΑΦΙΚΟΥ ΝΕΡΟΥ ΣΤΗΝ ΠΕΡΙΠΤΩΣΗ ΑΡΔΕΥΣΗΣ ΜΕ ΥΠΟΓΕΙΟΥΣ ΣΤΑΛΑΚΤΗΦΟΡΟΥΣ ΣΩΛΗΝΕΣ ΣΕ ΔΙΑΣΤΡΩΜΕΝΑ ΕΔΑΦΗ
ΓΕΩΠΟΝΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΑΘΗΝΩΝ ΤΜΗΜΑ ΑΞΙΟΠΟΙΗΣΗΣ ΦΥΣΙΚΩΝ ΠΟΡΩΝ ΚΑΙ ΓΕΩΡΓΙΚΗΣ ΜΗΧΑΝΙΚΗΣ ΠΡΟΓΡΑΜΜΑ ΜΕΤΑΠΤΥΧΙΑΚΩΝ ΣΠΟΥΔΩΝ ΑΕΙΦΟΡΙΚΗ ΔΙΑΧΕΙΡΙΣΗ ΥΔΑΤΙΚΩΝ ΠΟΡΩΝ Δημήτριος Πάντζαλης Πτυχιούχος Γεωπόνος Α.Π.Θ.
Διαβάστε περισσότεραJournal of South China University of Technology Natural Science Edition. ADAMS-Matlab /Simulink . 1. f θ = v fsin γ + l rγ
44 12 2016 12 Journal of South China University of Technology Natural Science Edition Vol 44 No 12 December 2016 1000-565X201612-0074-07 * 100083 ADAMS ADAMS-Matlab /Simulink 10% 90% U461 1 doi10 3969
Διαβάστε περισσότερα46 2. Coula Coula Coula [7], Coula. Coula C(u, v) = φ [ ] {φ(u) + φ(v)}, u, v [, ]. (2.) φ( ) (generator), : [, ], ; φ() = ;, φ ( ). φ [ ] ( ) φ( ) []
2 Chinese Journal of Alied Probability and Statistics Vol.26 No.5 Oct. 2 Coula,2 (,, 372; 2,, 342) Coula Coula,, Coula,. Coula, Coula. : Coula, Coula,,. : F83.7..,., Coula,,. Coula Sklar [],,, Coula.,
Διαβάστε περισσότερα«ΑΝΑΠΣΤΞΖ ΓΠ ΚΑΗ ΥΩΡΗΚΖ ΑΝΑΛΤΖ ΜΔΣΔΩΡΟΛΟΓΗΚΩΝ ΓΔΓΟΜΔΝΩΝ ΣΟΝ ΔΛΛΑΓΗΚΟ ΥΩΡΟ»
ΓΔΩΠΟΝΗΚΟ ΠΑΝΔΠΗΣΖΜΗΟ ΑΘΖΝΩΝ ΣΜΗΜΑ ΑΞΙΟΠΟΙΗΗ ΦΤΙΚΩΝ ΠΟΡΩΝ & ΓΕΩΡΓΙΚΗ ΜΗΥΑΝΙΚΗ ΣΟΜΕΑ ΕΔΑΦΟΛΟΓΙΑ ΚΑΙ ΓΕΩΡΓΙΚΗ ΥΗΜΕΙΑ ΕΙΔΙΚΕΤΗ: ΕΦΑΡΜΟΓΕ ΣΗ ΓΕΩΠΛΗΡΟΦΟΡΙΚΗ ΣΟΤ ΦΤΙΚΟΤ ΠΟΡΟΤ «ΑΝΑΠΣΤΞΖ ΓΠ ΚΑΗ ΥΩΡΗΚΖ ΑΝΑΛΤΖ ΜΔΣΔΩΡΟΛΟΓΗΚΩΝ
Διαβάστε περισσότερα5.4 The Poisson Distribution.
The worst thing you can do about a situation is nothing. Sr. O Shea Jackson 5.4 The Poisson Distribution. Description of the Poisson Distribution Discrete probability distribution. The random variable
Διαβάστε περισσότεραΕΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΝΕΙΟ
ΕΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΝΕΙΟ ΣΧΟΛΗ ΠΟΛΙΤΙΚΩΝ ΜΗΧΑΝΙΚΩΝ ΤΟΜΕΑΣ ΟΜΟΣΤΑΤΙΚΗΣ ΕΡΓΑΣΤΗΡΙΟ ΜΕΤΑΛΛΙΚΩΝ ΚΑΤΑΣΚΕΥΩΝ ιπλωµατική Εργασία «ΙΕΡΕΥΝΗΣΗ ΑΛΛΗΛΕΠΙ ΡΑΣΗΣ ΚΑΘΟΛΙΚΟΥ ΚΑΙ ΤΟΠΙΚΟΥ ΑΝΕΛΑΣΤΙΚΟΥ ΛΥΓΙΣΜΟΥ ΜΕ ΤΗ ΜΕΘΟ
Διαβάστε περισσότεραVol. 38 No Journal of Jiangxi Normal University Natural Science Nov. 2014
38 6 Vol 38 No 6 204 Journal o Jiangxi Normal UniversityNatural Science Nov 204 000-586220406-055-06 2 * 330022 Nevanlinna 2 2 2 O 74 52 0 B j z 0j = 0 φz 0 0 λ - φ= C j z 0j = 0 ab 0 arg a arg b a = cb0
Διαβάστε περισσότεραΙ ΑΚΤΟΡΙΚΗ ΙΑΤΡΙΒΗ. Χρήστος Αθ. Χριστοδούλου. Επιβλέπων: Καθηγητής Ιωάννης Αθ. Σταθόπουλος
ΕΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΝΕΙΟ ΣΧΟΛΗ ΗΛΕΚΤΡΟΛΟΓΩΝ ΜΗΧΑΝΙΚΩΝ ΚΑΙ ΜΗΧΑΝΙΚΩΝ ΥΠΟΛΟΓΙΣΤΩΝ ΤΟΜΕΑΣ ΗΛΕΚΤΡΙΚΗΣ ΙΣΧΥΟΣ ΕΡΓΑΣΤΗΡΙΟ ΥΨΗΛΩΝ ΤΑΣΕΩΝ ΣΥΜΒΟΛΗ ΣΤΗ ΜΕΛΕΤΗ TΩΝ ΚΑΘΟ ΙΚΩΝ ΑΛΕΞΙΚΕΡΑΥΝΩΝ Ι ΑΚΤΟΡΙΚΗ ΙΑΤΡΙΒΗ Χρήστος
Διαβάστε περισσότεραResearch on the Environmental Impact Factors of Electromagnetic Radiation from High - speed Railway
2013 8 8 179 JOURNAL OF RAILWAY ENGINEERING SOCIETY Aug 2013 NO. 8 Ser. 179 1006-2106 2013 08-0088 - 06 430063 1 2 3 4 X5 A Research on the Environmental Impact Factors of Electromagnetic Radiation from
Διαβάστε περισσότεραΕλαφρές κυψελωτές πλάκες - ένα νέο προϊόν για την επιπλοποιία και ξυλουργική. ΒΑΣΙΛΕΙΟΥ ΒΑΣΙΛΕΙΟΣ και ΜΠΑΡΜΠΟΥΤΗΣ ΙΩΑΝΝΗΣ
Ελαφρές κυψελωτές πλάκες - ένα νέο προϊόν για την επιπλοποιία και ξυλουργική ΒΑΣΙΛΕΙΟΥ ΒΑΣΙΛΕΙΟΣ και ΜΠΑΡΜΠΟΥΤΗΣ ΙΩΑΝΝΗΣ Αριστοτέλειο Πανεπιστήµιο Θεσσαλονίκης Σχολή ασολογίας και Φυσικού Περιβάλλοντος,
Διαβάστε περισσότεραD-Glucosamine-derived copper catalyst for Ullmann-type C- N coupling reaction: theoretical and experimental study
Electronic Supplementary Material (ESI) for RSC Advances. This journal is The Royal Society of Chemistry 2016 D-Glucosamine-derived copper catalyst for Ullmann-type C- N coupling reaction: theoretical
Διαβάστε περισσότεραSupplementary Information
Electronic upplementary Material (EI) for Photochemical & Photobiological ciences. This journal is The Royal ociety of Chemistry and wner ocieties 214 upplementary Information elective and sensitive fluorescence-shift
Διαβάστε περισσότεραADVANCED STRUCTURAL MECHANICS
VSB TECHNICAL UNIVERSITY OF OSTRAVA FACULTY OF CIVIL ENGINEERING ADVANCED STRUCTURAL MECHANICS Lecture 1 Jiří Brožovský Office: LP H 406/3 Phone: 597 321 321 E-mail: jiri.brozovsky@vsb.cz WWW: http://fast10.vsb.cz/brozovsky/
Διαβάστε περισσότεραEXPERIMENTAL AND NUMERICAL STUDY OF A STEEL-TO-COMPOSITE ADHESIVE JOINT UNDER BENDING MOMENTS
NATIONAL TECHNICAL UNIVERSITY OF ATHENS SCHOOL OF NAVAL ARCHITECTURE AND ARINE ENGINEERING SHIPBUILDING TECHNOLOGY LABORATORY EXPERIENTAL AND NUERICAL STUDY OF A STEEL-TO-COPOSITE ADHESIVE JOINT UNDER
Διαβάστε περισσότεραPACS: Pj, Gg
* 1)2) 2) 3) 2) 1) 1) (, 310023 ) 2) (, 315211 ) 3) (, 510006 ) ( 2011 6 16 ; 2011 10 31 ),..,,.,.,. :,,, PACS: 07.05.Pj, 05.45.Gg 1,.,, [1,2].,,, [3,4].,, [5,6].,. [7 9]., [10 17].,.,, [10]., [18 20],
Διαβάστε περισσότεραQuantitative analysis of damage evolution as recycled concrete approaches fatigue failure
42 1 ( ) Vol.42 No.1 2011 1 Journal of Central South University (Science and Technology) Jan. 2011 1, 2 2 3 2 (1. 455002 2. 410083 3. 430071) S S S U416.26 A 1672 7207(2011)01 0170 07 Quantitative analysis
Διαβάστε περισσότερα