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地震引致儲液槽內的流體動力分析---假頻譜矩陣元素數值模式建立與平行化(I)

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(58)   2. Canuto, C., Yousuff, H.M., Quarteroni, A. "!$#&%'( and Zang, T.A. 1988 Spectral Methods in Fluid * Dynamics. Berlin-Heidelberg:Springer-Verlag. 4 4 w + = [ + 5 ,.-0/21 ( + 3 )]) 6 3. Chen, B.F. and Chiang, H.W. 1999 Complete " 4 + = p 7 89;: <=;>?@BAC&DEFGH w 2D and fully nonlinear analysis of ideal fluid in P G H  ? S R  E B F  T W U S V  X " Y A tanks. Journal of Engineering Mechanics 125, IJBKLNM;O L wQ 70-78. ZP[N\ 4. Chen, W. 1996 Large amplitude liquid ]^B_`abWcBd e >W?@"fSgGWHShij MkO sloshing in seismically excited tanks. Earthquake GHglA&mnoSgqpBrsA;tuSEF \wvSx y"z Engineering and Structure Dynamics 25, 653-669. M.J. 1999 3-D Pseudospectral Model of { abS|}~B YSFGH€ƒ‚„Sh w ‡†‰ˆ‹ŠŒŽ†‰ˆ ‰Œ†‰ˆ ‘ 5. Free Chern, Surface and Viscous Flows. D.Phil. thesis, ’ †‰ˆ “ w” •—– ˜ ™qš›œ ›ž‡Ÿ  ¡q¢£&¤¥ ¦ University of Oxford, Oxford. §¨B©&§Bªq«¬S­® •°¯±S™ q † ² œS³´ © µ 6. Chern, M.J., Borthwick, A.G.L., and Eatock ¶q·¸¹qº¼»2½¾¿ÀÂÁkúÂÄÅÆÈǐɾ¿·¸ R. 1999 A pseudospectral ¹qºÊË;ÌSÍÎ ÌBÏлѶÒ Ó ÔÕÖ×kÌSÍØÙ&Ú Taylor, sigma-transformation model of 2D nonlinear Û Å ÜÝSÞÄ ·¸¹qºÚßáàâãÜ·¸¹qºÂÄ;Ì Journal of Fluids and Structures 13(5), Ïä åÎæçè»é×kÌSÍØÙ&ê ëì w í î‰ï‹ð wñ òÈóŽô waves. 607-630 ¿ õö÷qøù ÷

(59)  7. Chern, M.J., Borthwick, A.G.L. and Eatock  w  î‰ï  wñ ô ò úSó ô ûõüöýP÷qþ øÿ  ù   Taylor, R. 2000 Simulation of free surface motions in a cylinder tank using Chebyshev-Fourier  !"#

(60) $%&')( *

(61) ( * + ! ,.-/01243546 pseudospectral elements. Accepted by 7489:;< 5=>@?BADCE4FHGJI5=>@?HK0 International Journal for Numerical Methods in 1LMONPLHQLHRSAUTV6W < 5=>@?XZY#[UI Fluids. Faltinsen, O.M. 1978 A numerical nonlinear >@?H\J]@^)_`AbaJcdeHfgHh3546 ij5kl 8. method os sloshing in tanks with / NPmn <oJpqJr<s KHt 8 >@?u[E^vZw x two-dimensional flow. Journal of Ship Research , y4zJ{S|~}€J‚ƒ„† P‡ˆ†y‰@Š‹|~ŒŽ} 193-202. ‘’ ‰@ˆ“H”“H•#–—}˜ ‘4J™†š4›J‘œž 9. Gropp, W. and Lusk, E. 1999 User’s Guide for › ‚ƒŸ“H”“H•#–b @¡J}H‰@ˆ†¢J£¤¥¦ › ‰ mpich, a Portable Implementation of MPI version ˆ§| 1.2.0. Argonne National Laboratory, Rev B. ¨ © ªJ«J¬­® ž¯°  w ±²´³ x wµ ¶¸·¹ º 10. ANL/MCS-TM-ANL-96/6 Gupta, R.K. and Hutchinson, G.L. 1989 »¼¾½¿ÁÀÃÂľÅÆ interaction in liquid storage tanks. ÚBÛ º »@¼½ ×@ØHÜÝÞ¶ ßÇHà†È ÖÉ ÊÌÙ Ë ÍÏÚHÎ Ð á ÑÓÒÕÞ4Ô Ö)â×ãJØ äåÙ Solid-water Journal of Sound and Vibration 135, 357-374. æçZèPéOêPë§Û 11. Haroun, M.A. and Abou0Izzeddine, W. 1992 Parametric study of seismic soil-tank interaction. ìîíðïJñ I: Horizontal Excitation. Journal of Structural 118, 783-797. òóõôö÷øùúHûüJý)þ ÿ  12. Engineering Huang, Z. and Hsiung, C.C. 1996 Nonlinear

(62)     !#"$% &('*),+.- /0+ shallow-water flow on deck. Journal of Ship 12 35467 8 9 : ; < = > ? @BA /0C,DFE A /0G 1 2 3 Research 40, 303-315. 4 6 7 H I J K ? L M N O 1 P Q R S T U V W X 13. Hussain, B. 1997 Seismic Design and Retrofit of Y H Z [ \ ] ^ 1 P _ ` a b c d e f g h i j k Cylindrical Liquid Storage Tanks. Ph.D. thesis, ` k l m n oqp r s g t u v f w x y z { b c d e University of California, Irvine. g h i j | } ~  v €   ‚ ƒ „ m † d ‡ ˆ ‰ 14. Jones, A.F. and Hulme, A. 1987 The hydrodynamics of water on deck. Journal of Ship € g h i j Š ‹ Œ l m  } Ž g d   g t w x g h u v € ‘ ’ “ Research 31, 125-135. ” • – — ˜ ™ š › œ  ž › Ÿ   ¡ ¢ £ ¤ ¥ ¦ § ¨ 15. Ku, H.C. and Hatziavramidis, D. 1985 Solutions of the two-dimensional Navier-Stokes © ª « ¬ ­ ® ¥ ¯ ° ± ² ³ ´ µ ¶ ¨ ©  equations by Chebyshev expansion methods. Computers & Fluids 13, 99-113. ·¹¸»º¼½ ¾ 16. Ku, H.C., Hirsh, R.S., Taylor, T.D. and 0. 1.. Barton, D.C. and Parker, J.V. 1987 Finite element analysis of the seismic response of archored and unanchored liquid storage tanks. Earthquake Engineering and Structure Dynamics 15, 299-322. 17.. Rosenberg, A. 1989 A pseudospectral matrix element method for solution of three-dimensional incompressible flows and its parallel implementation. Journal of Computational Physics 83, 260-291. Lui, A.P.C. and Lou, J.Y.K. 1990 Dynamic.

(63) coupling of a liquid-tank system under transient excitations. Ocean Engineering 17, 263-277. 18. Ma, Q.W. and Wu, G.X. 1995 Second order transient waves around a vertical cylinder in a tank. Journal of Hydrodynamics Ser. B 4, 72-81. 19. Manos, G.C. and Clough, R.W. 1985 Tank damage during the way 1983 Coalinga earthquake. Earthquake engineering and structural dynamics 13, 449-466. 20. Mellor, G.L., Blumberg, A.F. Modelling vertical and horizontal diffusivities with the sigma coordinate system. Monthl Weather Review 113, 1379-1383. 21. Philips, N.A. 1957 A coordinate system having some special advantages for numerical forecasting. Journal of Meteorology 14, 184-185. 22. Solaas, F. and Faltinsen, O.M. 1997 Combined numerical and analytical solution for sloshing in two-dimensional tanks of general shape. Journal of Ship Research 41, 118-129. 23. Tang, Y. 1993 Dynamic response of tank containing two liquids. Journal of Engineering Mechanics 119, 531-549. 24. Veletsos, S.A. and Tang, Y. 1987 Rocking response of liquid storage tanks. Journal of Engineering Mechanics 113, 1774-1795. 25. Veletsos, A.S. and Shivakumar, P. 1993 Sloshing response of layered liquids in rigid tanks. Earthquake Engineering and Structural Dynamics 22, 801-821. 26. Veletsos, A.S. and Shivakumar, P. 1995 Hydrodynamics effects in rigid tanks containing layered liquids. Earthquake Engineering and Structural Dynamics 24, 835-860. 27. Wu, G.X., Ma, Q.W. and Eatock Taylor, R. 1998 Numerical simulation of sloshing waves in a 3D tank based on a finite element method. Applied Ocean Research 20, 337-355. 28. 1988.  

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(69) 3‚@ƒ3„0 D†F‡. ˆ ‰‹Š ŒŽ’‘”“–•˜—3™‘’š”›œž  . h. ‰. s. Ÿ. ¡ ž £¢ Š s ¦ ¤ ¥ ›œž w=0.1w0 w=0.4w0 w=0.5w0 w=0.6w0. 1 0.75 0.5 0.25. h /a. 0. -0.25 -0.5 -0.75 -1. § ¨ª© « ¬ ­ q ® ¯±° ²³+´µ¶ · ¸¹ 0. 10. 20. Nondimensional time. 30.

(70) Z. t*=3 0.04. w=0.1w0 w=0.4w0 w=0.5w0 w=0.6w0. 0.03. X. Y. 0.02 0.5. 0. 0. -0.01. -0.5 -1. -0.02. -1 -0.5. -0.03. -0.5. Y. 0. 0. 0. 10. 20.   

(71)     Nondimensional time. 30. 1. 1. F. M ed orc. on oti.  # $ %     & w ' (*)  w+ , -/.0'21 3. Z. t*=4. 1.5. w=0.1w0 w=0.4w0 w=0.5w0 w=0.6w0. 1. X. Y. 0.5. Fx/gh2Ro. 0.5. 0. 0. -0.5. -0.5 -1. -1 -0.5. -1. -0.5. Y. 0. 0. 0. 10. 20.     !" Nondimensional time. 30. X. 0.5. 0.5. -1.5. h /a. -0.04. X. 0.5. 0.5. 1. 1. F. M ed orc. on oti.  # $ 4     & w ' (*)  w+ , -/.0'  3. Z. t*=5 X. Y. 0.5. 0. -0.5 -1. -1 -0.5. -0.5. Y. 0. 0. X. 0.5. 0.5 1. 1. F.  # $ 1     & w ' (*)  w+ , -/.0'  3. M ed orc. on oti. h /a. h /a. h /a. 0.01.

(72) Z. Z. t*=9 Y. X. Y. 0.5. 0.5. 0. 0. h /a. X. -0.5 -1. -0.5. -1 -0.5. -1. -0.5. Y. 0. 0 0.5. 0.5 1. 1. -1 -0.5. -0.5. Y. X. on oti dM e c r Fo. 0. 0 0.5. 0.5 1.      

(73)   w    w    . 1. F. X. M ed orc. on oti.      

(74)   w    w   . Z. t*=10. Z. t*=7. h /a. t*=6. X X. Y. Y. 0.5. h /a. 0 0. h /a. 0.5. -0.5 -1. -0.5 -1. -0.5. -1 -0.5. -0.5. Y. 0. 0 0.5. 0.5 1. 1. Y. dM rce Fo. on oti. X. Y. 0. -0.5 -1 -0.5. Y. X. 0.5. 0.5 1. 1. F.      

(75)   w    w   . M ed orc. on oti. h /a. 0.5. -1. 1. F. X. M ed orc.     

(76)   w    w   ! . Z. t*=8. 0. 0.5 1.      

(77)   w    w   . 0. -0.5 0. 0 0.5. X. -0.5. -1. on oti.

(78)

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