List of BV publications on Hydro-2009

List of BV publications on Hydro-2009
List of BV publications on Hydro-2009

Selected list of BV publications in Hydrodynamics

(Updated on October 2009)

YEAR 2009

1. Efficient computations of second-order low-frequency wave load. By XB Chen and F.

Rezende, OMAE2009-79522, June 2009, Honolulu (USA).

2. Wave kinematics and seakeeping calculation with varying bathymetry.By G de-

Hauteclocque, Y Giorgiutti, F Rezende and XB Chen, OMAE2009-79522, June 2009, Honolulu (USA).

3. Transfer of non-linear seakeeping loads to FEM model using quasi-static approach.

By J Tuitman, FX Sireta, S Malenica and T Bosman, ISOPE 2009, July 2009, Osaka (Japan).

4. Application of the seakeeping / sloshing couplong of the LNG terminals.By N

Moirod, E Baudin, J Henry, L Diebold and M Zalar, ISOPE 2009, July 2009, Osaka (Japan).

5. Combined semi-analytical and finite element approach for hydro structure

interactions during sloshing impacts – “Sloshel Project”. By S Malenica, A Korobkin,

I Ten, T Gazzola, Z Mravak, J De-Lauzon and YM Scolan, ISOPE 2009, July 2009, Osaka

(Japan).

6. Fluid structure interactions occurring at a flexible vertical wall impacted by a

breaking wave.By O Kimmoun, S Malenica and YM Scolan, ISOPE 2009, July 2009, Osaka (Japan).

7. Interaction of elastic structure with non-uniformly aerated fluid. By I Ten and A

Korobkin, IWWWFB 2009, April 2009, Zelenogorsk (Russia).

8. Time-harmonic ship waves with the effect of surface tension and fluid viscosity. By

XB Chen and DQ Lu, IWWWFB 2009, April 2009, Zelenogorsk (Russia).

9. Some aspects of hydroelastic restoring for elastic bodies. By S Malenica, B Molin, J

Tuitman, F Bigot and I Senjanovic, IWWWFB 2009, April 2009, Zelenogorsk (Russia).

YEAR 2008

10. Computations of low-frequency wave loading. By XB Chen and F. Rezende, IWWWFB

2008, April 2008, Jeju Island (Korea).

11. Some aspects of hydroelastic response of container ships.By J Tuitman and S.

Malenica, IWWWFB 2008, April 2008, Jeju Island (Korea).

12. Three-dimensional hydro-elastic Wagner impact using variational inequalities. By T

Gazzola and J. De Lauzon, IWWWFB 2008, April 2008, Jeju Island (Korea).

13. Simulation of second-order roll motions of a FPSO.By F. Rezende, XB Chen and

M.D. Ferreira, OMAE2008-57405, June 2008. Estoril (Portugal).

14. Second-order wave loads on a LNG carrier in multi-directional waves. By M Renaud,

F Rezende, O Waals, XB Chen and R Dijk, OMAE2008-57409, June 2008, Estoril

(Portugal).

15. Diffraction and radiation with the effect of bathymetric variations. By G De

Hauteclocque, F Rezende and XB Chen, ICHD 2008, October 2008, Nantes (France).

Pp417-24.

16. Second-order wave loads on a LNG carrier in multi-directional irregular waves. By M

Renaud, F Rezende, XB Chen and CJ Parigi, ICHD 2008, October 2008, Nantes (France).

pp373-80.

17. Three-dimensional hydro-elastic Wagner impact using variational inequalities. By T

Gazzola and J De Lauzon, ICHD 2008, October 2008, Nantes (France). pp453-60.

18. Some aspects of 3D hydroelastic models of pringing. By S Malenica, JT Tuitman, F

Bigot and FX Sireta, ICHD 2008, October 2008, Nantes (France). pp529-38.

19. Advanced computations of mooring systems. By C Brun, D Coache and F Rezende,

ICHD 2008, October 2008, Nantes (France). pp583-90.

YEAR 2007

20. Advanced hydrodynamic analysis of LNG terminals.By X.B. Chen, F. Rezende, S.

Malenica and J-R. Fournier, PRADS 2007, October 2007. Houston (USA).

21. O(?ω) approximation of low-frequency QTF. By X.B. Chen and W.Y. Duan, IWSH

2007, September 2007, ZhengJiang (China).

22. Second-order loads on LNG terminals in multi-directional sea of finite water depth.

By F. Rezende, X.B. Chen and X. Li, OMAE 2007, June 2007, San Diego (USA).

23. Tank side-wall effect evaluated by using multi-body interaction computation. By

W.Y. Duan, H. Shareen and X.B. Chen and X. Li, OMAE 2007, June 2007, San Diego (USA).

24. Sloshing effects accounting for dynamic coupling between vessel and tank liquid

motion. By M. Zalar, L. Diebold, E. Baudin, J. Henry and X.B. Chen, OMAE 2007, June 2007, San Diego (USA).

25. Second-order roll motions for FPSOs operating in severe environmental conditions.

By F. Rezende, X.B. Chen and M.D. Ferreira, OTC 2007, May 2007. Houston (USA). 26. Formulation of low-frequency QTF by O(?ω) approximation. By X.B. Chen and W.Y.

Duan, 22nd International Workshop on Water Waves and Floating Bodies, April 2007.

Plitvice (Croatia).

27. Some aspects of direct calculation methods for the assessment of LNG tank

structure under sloshing impacts. By M. Zalar, S. Malenica, Z. Mravak and N. Moirod, LNG15 Conference, April 2007. Barcelona (Spain).

28. Hydro structure interactions in seakeeping. By Malenica S., International Workshop on

coupled methods in numerical dynamics., May 2007. Dubrovnik (Croatia).

29. Some aspects of slamming calculations in seakeeping.By Malenica S. & Korobkin

A.A. 9th Int. Conf. on Numerical Ship Hydrodynamics., 2007, Ann Arbor, Michigan (USA).

30. Steep wave impact onto elastic wall.By Korobkin A.A. & Malenica S. International

Workshop on coupled methods in numerical dynamics., May 2007. Dubrovnik (Croatia). 31. Unsteady waves due to an impulsive Oseenlet beneath the capillary surface of a

viscous fluid. By D.Q. Lu and X.B. Chen, Journal of Hydrodynamics. 2007.

32. Steady ship waves due to a simple source in a viscous fluid. By D.Q. Lu, X.B. Chen

and A. Chwang. Fifth International Conference on Fluid Mechanics, August 2007, Shanghai (China).

33. Some aspects of hydroelastic issues in the design of ultra large container-ships. By

S. Malenica, I. Senjanovic, S. Tomasevic and E. Stumpf. 22nd International Workshop on Water Waves and Floating Bodies, April 2007. Plitvice (Croatia).

34. A shape optimisation technique for the Wagner problem.By T. Gazzola. 22nd

International Workshop on Water Waves and Floating Bodies, April 2007. Plitvice (Croatia).

35. Study of the Neumann-Kelvin problem for one hemisphere. By L. Diebold. 22nd

International Workshop on Water Waves and Floating Bodies, April 2007. Plitvice (Croatia).

YEAR 2006

36. Selected hydrodynamic issues in design of large LNG Carriers. By M. Zalar, S.

Malenica and L. Diebold. RINA ICSOT Conference. September 2006. Busan (Korea). 37. Middle-field formulation for the computation of wave-drift loads.By X.B. Chen,

Journal of Engineering Mathematics, October 2006.

38. The set-down in the second-order Stokes’ waves.By X.B. Chen, 7th Intl Conf on

HydroDynamics, Ischia (Italy), October 2006.

39. Parametric roll – Validation of a numerical model.By S. Malenica, X.B. Chen, J.M.

Orozco and J.Z. Xia. 7th Intl Conf on HydroDynamics, Ischia (Italy), October 2006.

40. Hydroelastic impacts in the tanks of LNG Carriers.By S. Malenica, A.A. Korobkin,

Y.M. Scolan, R. Gueret, V. Delafosse, T. Gazzola, Z. Mravok, X.B. Chen and M. Zalar, 4th Intl Conf on Hydroelasticity, Wuxi (China), September 2006.

41. Hydrodynamic interaction for large multiple submerged bodies in shallow water. By

H. Shaheen, W.Y. Duan and X.B. Chen, ISOPE Pacoms-2006, Dalian (China), September

2006.

42. Gravity waves with effect of surface tension and fluid viscosity. By X.B. Chen, W.Y.

Duan and D.Q. Lu, Conf. of Global Chinese Scholars on Hydrodynamics, Shanghai (China), July 2006.

43. Some aspects of Hydro-structure interfacing in seakeeping.By S. Malenica, E.

Stumpf, V. Delafosse and X.B. Chen, 16th ISOPE, San Francisco (USA), May 2006.

44. Hydrodynamics of two side-by-side vessels: experiments and numerical

simulations.By J.R. Fournier, M. Naciri and X.B. Chen, 16th ISOPE, San Francisco (USA), May 2006.

45. Hydrodynamic analysis of offshore LNG terminals.By X.B. Chen, 1st Intl Symp. On

Deepwater Offshore Techn? Harbin (China), April 2006.

46. Potential flow below the capillary surface of a viscous flow. By X.B. Chen, D.Q. Lu,

W.Y. Duan and A.T. Chwang, 21st IWWWFB, Loughborough (UK), April 2006.

YEAR 2005

47. Wave component of free-surface Green function. By X.B. Chen, ICCES’05, Chennai,

December 2005.

48. Some aspects of multibody interactions in seakeeping. By S. Malenica, J.M. Orozco &

X.B. Chen, 15th ISOPE Conf., Seoul (Korea) 2005.

49. Evaluation of wave and current loads on Offloading FPSO’s.By X.B. Chen, J.M.

Orozco & S. Malenica, OTC Paper 17180. Houston (USA) 2005.

50. Accurate computation of second-order low-frequency loads.By X.B. Chen, W.Y.

Duan & Y.S. Dai. 7th National Congress on Hydrodynamics & 19th National Conference on Hydrodynamics. Harbin, August 2005.

51. Hydrodynamic analysis for offshore LNG terminals. By X.B. Chen, 2nd Intl Workshop

on Applied Offshore Hydrodynamics, Rio de Janeiro, April 2005.

52. Computation of low-frequency loads by the middle-field formulation.By Y.S. Dai,

X.B. Chen & W.Y. Duan, 20th IWWWFB, Longyearbyen, May 2005.

53. Three-dimensional Wagner problem using variational inequalities. By T. Gazzola, A.

Korobkin, S. Malenica & Y.M. Scolan, 20th IWWWFB, Longyearbyen, May 2005.

54. Interaction hydrodynamique d’un ensemble de flotteurs sur la surface libre – une

nouvelle méthode de singularités.By X.B. Chen & S. Malenica, 10e Journées d’Hydrodynamique, Nantes, March 2005.

YEAR 2004

55. Hydrodynamics in Offshore and Naval Applications – Part I. By X.B. Chen, Keynote

lecture at the 6th Intl Conf HydroDynamics, (Perth), November, 2004.

56. Analytical features of unsteady ship waves.By X.B. Chen, The Theodore Y-T Wu

Symposium on Engineering Mechanics, World Scientific Pub. Co., October 2004.

57. Hydroelastic coupling of beam finite element model with Wagner theory of water

impact.By A.A. Korobkin, R. Gueret & S. Malenica, 8th Int. Conf. On flow induced vibrations, Paris (France), September 2004.

58. Linear and nonlinear effects of sloshing on ship motions. Presented by S. Malenica,

M. Zalar, J.M. Orozco, B. Le Gallo & X.B. Chen, OMAE’2004 conference, Vancouver, June 2004.

YEAR 2003

59. Time domain hydrodynamic simulations using the frequency domain data.S.

Malenica & J.M. Orozco, 4th ICCSM, Bizovac (Croatia) 2003.

60. Air cushion under floating offshore platform.By R. Gueret S. Malenica & A.J.

Hermans, 3rd Int. Conf. On Hydroelasticity, Oxford (UK) 2003.

61. Numerical and experimental investigation to evaluate wave-induced design loads

for fast ships.By T.E. Schellin, Ch. Beiersdorf, X-B. Chen, N. Fonseca, C. Guedes Soares, A.M. Loureiro, A. Papanikolaou, A.P. Lucas, J.M. Ponce Gomez, SNAME conference, San Francisco, USA, Oct. 2003.

62. Time-domain hydrodynamic simulations using the frequency domain data. By S.

MALENICA, 4th ICCSM, CROATIA 18-20 September 2003

63. Hydroelastic response of a barge to impulsive and non-impulsive wave loads. By S.

MALENICA, B. MOLIN, F. REMY & I. SENJANOVIC, 3rd Conference on Hydroelasticity, Oxford, UK 14-17 September 2003

64. Some aspects of hydrostatic calculations in linear seakeeping. By S. MALENICA,

NAV'03, (Palermo, ITALY) 24-27 June 2003.

65. Wave-current-floating body interactions in water of finite depth. By S. MALENICA, Q.

DERBANNE, M. ZALAR & X.B.CHEN, 13th ISOPE, Honolulu, USA 23-28 May 2003. 66. Dynamic coupling of seakeeping and sloshing. By S. MALENICA, M. ZALAR & X.B.

CHEN, 13th ISOPE, Honolulu, USA 23-28 May 2003.

67. Capillary-gravity waves due to an impulsive disturbance. By X.B.CHEN & W.Y.

DUAN, 18th IWWWFB, Le Croisic, FRANCE 6-9 April 2003.

68. A single-integral representation for the Green function of steady ship flow in water

of finite depth. By T. NGUYEN & X.B.CHEN, 18th IWWWFB, Le Croisic, FRANCE 6-9 April 2003.

69. Water wave diffraction by vertical circular cylinder in partially frozen sea. By S.

MALENICA, A.A. KOROBKIN & GUERET R., 18th IWWWFB, Le Croisic, FRANCE 6-9 April 2003.

70. Methode de panneaux quadratiques pour la resolution du probleme de la tenue a la

mer avec vitesse d'avance. By X.B.CHEN, L.DIEBOLD, M. GUILBAUD & Y.

DOUTRELEAU, 9èmes Journées de l'Hydrodynamique, Poitiers, FRANCE 10-12 March 2003.

71. Reponse a la houle d'une barge elastique. By S. MALENICA, B. MOLIN, F. REMY & I.

SENJANOVIC, 9èmes Journées de l'Hydrodynamique, Poitiers, FRANCE 10-12 March 2003.

YEAR 2002

72. Uniform formulation of free surface potential flow in water of finite depth. By

X.B.CHEN, 5th ICHD, Tainan, TAINAN 30 October - 02 November 2002.

73. Role of surface tension in modelling ship waves.By X.B.CHEN, 17th IWWWFB,

Cambridge, UK 14-17 April 2002.

74. Second order internal loads on floating bodies. By S.MALENICA & Z.MRAVAK, 17th

IWWWFB, Cambridge, UK 14-17 April 2002.

75. Comparative frequency domain seakeeping analysis of a fast monohull in regular

head waves. By T.SHELLIN, CH.BEIERSDORF, X.B.CHEN, A.MARON, OMEA CONFERENCE, (OSLO NORWAY) 23 – 28, June 2002.

76. A pratical procedure for the evaluation of the roll motions of FPSO's including the

non potential damping J.M.OROZCO, S.MALENICA, C.V RAPOSO, OTC 2002 Offshore Technology Conference , HOUSTON TEXAS USA 06 - 09 May 2002.

77. Approximations of the low-frequency second-order wave loads: Newman versus

Rainey, B. Molin & X.B. Chen (2002) 17th Intl WWWFB, Cambridge (UK).

78. Experimental and theoretical analysis of the wave decay along a long array of

vertical cylinders.Kagemoto H., Murai M., Saito M., Molin B. & Malenica ?. (2002), Journal of Fluid Mechanics Vol. 456, pp. 113-135.

79. Review of numerical simulations in offshore hydrodynamics., Malenica S., (2002),

Bilten of Croatian Academy of Sciences

YEAR 2001

80. On singular and highly-oscillatory properties of the Green function for ship

motions, X.B. Chen & G.X. Wu (2001), Journal of Fluid Mechanics, Vol.445, pp77-91. 81. Steady free-surface flow in water of finite depth,X.B. Chen & R. Zhao (2001), 16th

IWWWFB, Hiroshima (Japan).

82. Heave radiation of the air cushion supported vertical cylinder, S. Malenica & M. Zalar

(2001), 16th IWWWFB, Hiroshima (Japan).

YEAR 2000

83. Pecular properties of ship-motion Green functions in water of finite depth,X.B.

Chen (2000), 15th IWWWFB, Caesarea (Israel).

84. Ship-motion Green function in finite waterdepth. By X.B.CHEN and T. N’Guyen, 4th

ICHD, Osaka, 2000.

85. Highly oscillatory properties of unsteady ship waves, X.B. Chen (2000) , Proc. Instn Mech

Engrs. 214, Part C, pp813-823.

86. New Green function method to predict wave-induced ship motions and loads, X.B.

Chen, L. Diebold & Y. Doutreleau (2000), Proceedings of the 23rd Symposium on Naval Hydrodynamics, Val-del-Reuil (France).

YEAR 1999

87. Analytical expressions of unsteady ship wave patterns,X.B. Chen & L. Diebold

(1999), 14th IWWWFB, Port Huron (USA).

88. Line integrals on the free surface in ship-motion problemes,Y. Doutreleau & X.B.

Chen (1999), 14th IWWWFB, Port Huron (USA).

89. An introductory treatise on ship-motion Green functions,X.B. Chen (1999)

,Proceedings of the 7th Symposium on Numerical Ship Hydrodynamics, Nantes (France).

90. Nonlinear wave loads and runup on a vertical cylinder, Ferrant P., Malenica ?. &

Molin B., (1999), Advances in Fluid Dynamics. WIT press.

91. Semi-analytical solution for second order water wave diffraction by an array of

vertical circular cylinders. Malenica ?., Eatock Taylor R. & Huang J.B., (1999), Journal of Fluid Mechanics Vol. 390, pp. 349-373..

92. Linear and nonlinear wave loads on FPSOs. F. Blandeau, M. Fran?ois, Malenica S &

Chen XB (1999), International Journal of Offshore and Polar Engineering (IJOPE).

YEAR 1998

93. Super Green functions for generic dispersion waves, X.B. Chen & F. Noblesse (1998),

13th IWWWFB, Alphen (The Netherlands).

94. Super Green functions,X.B. Chen & F. Noblesse (1998), Proceedings of the 22nd

Symposium on Naval Hydrodynamics, Washington D.C. (USA).

95. Interaction effects of local steady flows on wave diffraction-radiation at low forward

speed,X.B. Chen & S. Malenica (1998), International Journal of Offshore and Polar Engineering, Vol.8, No.2.

96. On the irregular frequencies appearing in wave diffraction-radiation solutions.

Malenica ?. & Chen X.B., (1998), International Journal of Offshore and Polar Engineering (IJOPE).

97. Semi-analytical methods for some linear and non-linear problems of diffraction-

radiation by floating bodies. Malenica ?., (1998), 5th WEGEMT Workshop on Non-linear wave action on structures and ships., University of Toulon-Var, France

98. Hydroelastic coupling of beam structural model with 3D hydrodynamic model.,

Malenica ?., (1998), 2nd Int. Conf. on Hydroelasticity, Fukuoka, Japan.

99. Experimental and numerical second order diffracted waves around an array of 4

cylinders.Scolan Y.M. & Malenica ?., (1998), 13th WWWFB, Alphen aan den Rijn, Netherlands.

100.Experimental and numerical studies of the TLP’s airgap., Scolan Y.M., Malenica ?., Martigny D. & Berhault C., (1998), 18th Int. Offshore and Polar Engineering Conference, Montreal, Canada.

YEAR 1997

101.Dispersion relation and far-field waves, X.B. Chen & F. Noblesse (1997), Proceedings of the 12th International Workshop on Water Waves and Floating Bodies, Carry-Le-Rouet (France), pp31-37.

102.Generic super Green functions, F. Noblesse, X.B. Chen & C. Yang (1999), Ship Technology Research, Vol.46, pp81-92.

103.Boundary-integral representation of linear free-surface potential flows, F. Noblesse,

C. Yang & X.B. Chen (1997), Journal of Ship Research, Vol.42, pp11-16.

104.Some results from Numerical and experimental Investigations on the high frequency responses of Offshore structures., Scolan Y.M., Le Boulluec M., Chen X.B., Deleuil G., Ferrant P., Malenica ? & Molin B., (1997), 8th Int. Conference on the Behaviour of Offshore Structures (BOSS), Delft, Netherlands.

105.Higher order wave diffraction of water waves by an array of vertical circular cylinders., Malenica ?., (1997), 12th WWWFB, Carry le Rouet, France.

106.Some aspects of water wave diffraction radiation at small forward speed., Malenica ?., (1997), Brodogradnja, Vol. 45, pp. 35-43.

YEAR 1996

107.Offshore Hydrodynamics,X.B. Chen, S. Malenica & F. Petitjean (1996), Bulletin Technique du BUREAU VERITAS, Vol.78, n°1 (April iss ue), pp47-66.

108.Uniformly valid solution of the wave-current-body interaction problem, Chen X.B. & Malenica ?., (1996), 11th WWWFB, Hamburg, Germany.

YEAR 1995

109.Wave and current forces on a vertical cylinder free to surge and sway., Malenica ?, Clark P.J. & Molin B., (1995), Applied Ocean Research, Vol. 17, pp.79-80.

110.Third harmonic wave diffraction by a vertical cylinder, Malenica ?. & Molin B., (1995) Journal of Fluid Mechanics, vol. 302, pp. 203-229.

111.How to remove secularity in the diffraction-radiation problem with small forward speed, Malenica ?., (1995)10th WWWFB, Oxford, UK.

112.Numerical evaluation of springing loads on Tension Leg Platforms, X.B. Chen, B.

Molin & F. Petitjean (1995), Marine Structures, Vol.8, pp501-524.

113.Decomposition of free-surface effects into wave and near-field components, F.

Noblesse & X.B. Chen (1995), Ship Technology Research, Vol.42, pp167-185.

YEAR 1994

114.On the side wall effects upon bodies of arbitrary geometry in wave tanks, X.B. Chen (1994), Applied Ocean Research, Vol.16, pp337-345.

115.Approximation on the quadratic transfer function of low-frequency loads, X.B. Chen (1994), Proceedings of the 7th International BOSS Conference, Cambridge (USA), pp289-302.

116.Third order triple frequency wave forces on fixed vertical cylinders, Malenica ? & Molin B., (1994), 9th WWWFB, Kyushu, Japan.

YEAR 1993

117.Evaluation of the Green function for wave diffraction-radiation in water of finite depth - a new accurate and fast method, X.B. Chen (1993), Proc. of the 4th Journées de l’Hydrodynamique, Nantes (France), pp371-384.

118.A mixed panel-stick hydrodynamic model applied to fatigue life assessment of semi-submersibles, Leblanc L, Petitjean F, Le Roy F & Chen XB, (1993), Proceedings of OMAE (Glasgow).

119.An heuristic approach to wave drift damping,Clark P.J., Malenica ? & Molin B., (1993),Applied Ocean Research, Vol. 15, pp. 53-55.

YEAR 1992

120. Radial convergence of the second order free surface integral, X.B. Chen (1992), 7th IWWWFB, Val de Reuil (France).

121.Longitudinal strength analysis of ship in a floating dock, Senjanovic I & Malenica ?., (1992), Strojarst vo, Vol. 34, pp. 41-48, Zagreb, Croatia.

YEAR 1991

122.Développement d’une procédure de couplage automatique à l’interface fluid-structure., Malenica ?, (1991), Rapport de l’Institut de Recherches de la Construction Navale, Paris, France.

https://www.360docs.net/doc/ad6999277.html,puting high-frequency second-order loads on Tension Leg Platforms,X.B.

Chen & B. Molin (1991), Journal of French Petrol Institute, Vol.46, No.5, pp581-594. 124.Faster evaluation of resonant exciting loads on Tension Leg Platform, X.B. Chen, B.

Molin & F. Petitjean, Proc 8th Intl Symposium on Offshore Engineering, Rio de Janeiro (Brazil), September 1991.

YEAR 1990

125. High frequency interactions between TLP legs,X.B. Chen & B. Molin (1990), 5th IWWWFB, Manchester (UK).

YEAR 1989

126.Numerical prediction of semi-submersible non-linear motions in irregular waves, X.B. Chen & B. Molin (1989), Proceedings of the 5th International Conference on Numerical Ship Hydrodynamics, Hiroshima (Japan), pp391-402.

YEAR 1988

127.Etude des réponses du second-ordre d’une structure soumise à une houle aéatoire. By X.B. Chen (1988) Ph.D. Thesis, Ecole Nationale Supérieure de Mécanique, Université de Nantes, pp232.

低压电开关电缆、穿管外径对应表

1、 的金属导管,采用管壁厚 2.0mm 的钢导管。 2、 明敷或暗敷于干燥场所的金属导管,宜采用管壁厚度不小于1.5mm 的电线管。 3、 壁厚参考《住宅小区通信配套设施建设标准》 注:住宅内用电设备的功率因数按0.9计算。 2、在人员密集的公共建筑物中应采用无卤低烟阻燃产品。WDZB-BYJ (YJY ) 塑壳壳架等级:

ABB:160,250,320,400,630,800,1000,1250,1600 施耐德:80,100,160,250,400,630,800,1000,1250,1600 电流互感器的规格: 20,30,40,50,75,100,150,200(250),300,400,500,600(750),800 电流互感器的规格: 20,30,40,50,75,100,150,200(250),300,400,500,600(750),800 功率计算: 小店面用电:100~120W/m2 商场空调功率:50W/m2 中央空调:40 W/m2 常见民用建筑的照度标准(lx)

管路敷设标注方法 sc:焊接钢管 tc:电线管薄钢管 pc:硬质塑料管 ct:电缆桥架 cp:金属软管 SR:钢线槽 RC:水煤气管 导线敷设部位: CT:电缆桥架敷设 SR:沿钢索敷设 CLE:沿柱或跨柱敷设 WE:沿墙面敷设 CC:沿现浇板内暗敷设 CE:沿天棚面或顶棚面敷设AC:吊顶内敷设 ACE:在能进入的吊顶在敷设BC:暗敷设在梁内 CLC:暗敷设在柱子内 wc:暗敷设在墙内 WE:沿墙明敷设 FC:预埋在地面内 cc:暗敷设在顶板内 SR:沿钢线槽敷设 BE:沿屋架或跨屋架敷设CLE:沿柱或跨柱敷设 WE:沿墙面敷设 CE:沿天棚面或顶棚面敷设ACE:在能进入人的吊顶内敷设BC:暗敷设在梁内 CLC:暗敷设在柱内 WC:暗敷设在墙内 CC:暗敷设在顶棚内 ACC:暗敷设在不能进入的顶棚内FC:暗敷设在地面内 SCE:吊顶内敷设,要穿金属管一,导线穿管表示 MT-电线管 PC-PVC塑料硬管 FPC-阻燃塑料硬管 CT-桥架 MR-金属线槽 M-钢索 CP-金属软管 PR-塑料线槽 RC-镀锌钢管 二,导线敷设方式的表示 DB-直埋 TC-电缆沟 BC-暗敷在梁内 CLC-暗敷在柱内 WC-暗敷在墙内 CE-沿天棚顶敷设 CC-暗敷在天棚顶内 SCE-吊顶内敷设 F-地板及地坪下 SR-沿钢索 BE-沿屋架,梁 WE-沿墙明敷 三,灯具安装方式的表示 CS-链吊 DS-管吊 W-墙壁安装 C-吸顶 R-嵌入 S-支架 CL-柱上 穿焊接钢管敷设:SC 穿电线管敷设:MT 穿硬塑料管敷设:PC 穿阻燃半硬聚氯乙烯管敷设:FPC

电缆型号与外径尺寸对照表

电缆型号与外径尺寸对照表(埋管必须资料) 序号电缆型号电缆外径(mm)备注 1YJV-6KV-3*16 2YJV-10KV-3*25 3YJV-10KV-3*35 4YJV-10KV-3*95 5YJV-10KV-3*240 6VV3*240+1*120 7VV3*185+1*95 8VV3*120+1*70 9VV3*95+1*50 10VV3*35+1*16 11VV3*25+1*16 YJV6/6KV、6/10KV 交联电缆技术参数 YJV6/6KV、6/10KV 交联聚乙烯绝缘聚氯乙烯护套电力电缆 1

导体标称截面绝缘厚度护套厚度 电缆近似 外径 电缆近似 重量 20℃导体电缆载流量短路电流 直流电阻 在空气中 直埋土壤 中 导体 屏蔽层 铜带铜丝 mm 2 mm mm mm kg/km Ω/km A A KA KA KA 1×25 21 685 165 160 1×35 22 807 205 190 1×50 23 977 245 225 1×70 25 1207 305 275 1×95 27 1489 370 330 1×120 28 1762 430 375 1×150 30 2080 490 426 1×185 2 32 2453 560 480 1×240 34 3100 665 555 1×300 36 3723 765 630 1×400 40 4728 890 725 导体标称截面绝缘厚度护套厚度 电缆近似 外径 电缆近似 重量 20℃导体电缆载流量短路电流 直流电阻 在空气中 直埋土壤 中 导体 屏蔽层 铜带铜丝 mm 2 mm mm mm kg/km Ω/km A A KA KA KA 2

电缆载流量对应表

> 电线电缆载流量表(全) ?? 很多用户对的安全载流量不是很清楚,甚至是专业的电工对精确的数据都不是特别了解。天津市电缆总厂第一分厂根据实际生产的规格品种,制定了不同规格型号的载流量表,简单易懂,一目了然。希望能对各位朋友有所帮助.规格型号载流量表: ? 1015)KV交联聚乙烯绝缘电力电缆允许持续载流量 ? 额定电压U。 /U 1015)KV 型号YJV、YJLV、YJY、YJLY、YJV22、 YJLV22、YJV23、YJLV23、 JYV32,YJLV32、YJV33、YJLV33 YJV、YJLV、YJY、YJLY 芯数三芯单芯 敷设 空气中土壤中空气中土壤中 单芯电缆 排列方式 ? ? ? ? 导体材质铜铝铜铝铜铝铜铝铜铝铜铝标25 120 90 125 100 140 110 165 130 150 115 160 120

称 截 面(mm2) 35 140 110 155 120 170 135 205 155 180 135 190 145 50 70 165 210 130 165 180 220 140 170 205 260 160 200 245 305 190 235 215 265 160 200 225 275 175 215 95 120 255 290 200 225 265 300 210 235 315 360 240 280 370 430 290 335 315 360 240 270 330 375 255 290 150 185 330 375 225 295 340 380 260 300 410 470 320 365 490 560 380 435 405 455 305 345 425 480 330 370 240 300 435 495 345 390 445 500 350 395 555 640 435 500 665 765 515 595 530 595 400 455 555 630 435 490 400 500 565 ... 450 ... 520 ... 450 ... 745 855 585 680 890 1030 695 810 680 765 520 595 725 825 565 650 环境温度 (℃) 40 25 40 25 ? 26/35KV电力电缆允许持续载流量 26/35KV交联聚乙烯绝缘电力电缆允许持续载流量 ? 额定电压U。 /U 26/35KV 型号YJV、YJLV、YJY、YJLY、YJV22、 YJLV22、YJV23、YJLV23、 JYV32,YJLV32、YJV33、YJLV33 YJV、YJLV、YJY、YJLY 芯数三芯单芯 敷设 空气中土壤中空气中土壤中 单芯电缆 排列方式 ? ? ? ? 导芯材质铜铝铜铝铜铝铜铝铜铝铜铝 标 称 截 面(mm2) 50 70 185 230 145 190 200 250 170 190 220 270 170 210 245 305 190 235 215 265 165 200 225 275 175 215 95 120 280 310 215 240 300 330 230 255 330 375 255 290 370 425 285 330 315 360 240 270 330 375 255 290 150 185 360 400 280 310 380 425 295 330 425 485 330 380 485 555 375 430 400 455 305 345 420 475 325 370 240 300 470 540 365 430 490 555 380 435 560 650 435 510 650 745 505 580 525 595 400 455 555 630 430 490 400 500 610 ... 485 ... 625 ... 500 ... 760 875 595 690 870 1000 680 790 680 775 525 600 720 825 565 645 600 ... ... ... ... 1000 800 1160 920 875 685 940 740 环境温度 (℃) 40 25 40 25

电缆规格对照表-电缆重量对照表-180mm2电缆重量

标 准: 本产品按国家标准GB12706-2002或国际电工委员会IEC60502-1:2004标准制造 型 号: VV ,VLV 一铜(铝)芯聚氯乙烯绝缘、聚氯乙烯护套电力电缆 VV ,VLV 一铜(铝)芯聚氯乙烯绝缘、聚乙烯护套电力电缆 用 途: 供固定敷设在额定交流电压UO/U 为0.6/1KV 及以下的室内、架空、电缆沟道、管道内的输配电力 线路用。 使用特性: 1、电缆敷设时的环境温度不低于0o C ,弯曲半径应不小电缆外径的10 倍。 2、电缆导体的长期最高温度不超过70o C 。 3、短路时(最长持续时间不超过5S )电缆导体的最高温度不超过160o C 。 产品结构图(点击放大) 产品规格: 1芯:1.5--630mm 2芯:2*1.5--2*185mm 3芯:3*1.5-3*300mm 4芯:4*4-4*300mm 3+1芯:3*4+1*2.5-3*300+1*150mm 3+2芯:3*4+1*2.5-3*300+2*150mm 4+1芯:4*4+1*2.5-4*300+1*150mm VV,VLV,VY,VLY 标称截面 mm 2 线芯结构 ho/mm 绝缘标称厚度 mm 护套标称厚度mm 计算外径 mm 环境温度 25°C 允许空 气中敷设截流 量[A] 环境温度25°C 允许截流量埋地土壤炽热阻系数g=80(°C 厘米/ 瓦) [A] 成品近似重 量 kg/km 铜芯 Cu 铝芯Al 铜芯 Cu 铝芯Al 铜芯 Cu 铝芯Al 1.5 1/1.38 0.8 1.8 6.6 24 - 31 - 58 - 2.5 1/1.78 0.8 1.8 7.0 32 25 45 35 71 56 4.0 1/2.25 1.0 1.8 7.9 45 34 61 47 97 73 6.0 1/2.76 1.0 1.8 8.4 56 43 77 59 121 84 10 7/1.35 1.0 1.8 9.7 80 61 103 80 177 111 16 7/1.70 1.0 1.8 10.7 106 83 138 106 239 139 25 7/2.14 1.2 1.8 12.4 143 111 183 140 349 190 35 7/2.52 1.2 1.8 13.6 175 133 221 170 451 232

美国电线电缆标准AWG对照表

截面积电阻值截面积电阻值公制mm 英制inch (mm2)(Ω/km)公制mm 英制inch (mm2)(Ω/km)4/011.68400.4600107.21930.16270.36070.01420.1022168.743/010.40380.409685.01140.20280.32000.01260.0804214.322/09.26590.364867.43210.26290.28700.01130.0647266.471/08.25250.324953.48800.32300.25400.01000.0507340.2617.34820.289342.40860.41310.22610.00890.0401429.562 6.54300.257633.62400.51320.20320.00800.0324531.653 5.82680.229426.66520.65330.18030.00710.0255674.984 5.18920.204321.14920.82340.16000.00630.0201857.285 4.62030.181916.7657 1.03350.14220.00560.01591085.006 4.11480.162013.2980 1.30360.12700.00500.01271361.027 3.66520.144310.5509 1.63370.11430.00450.01031680.278 3.26390.12858.3669 2.06380.10160.00400.00812126.609 2.90580.1144 6.6315 2.60390.08890.00350.00622777.6010 2.58830.1019 5.2615 3.28400.07870.00310.00493540.6411 2.30380.0907 4.1684 4.14410.07110.00280.00404339.9912 2.05230.0808 3.3081 5.21420.06350.00250.00325444.0913 1.82880.0720 2.6268 6.56430.05590.00220.00257030.0714 1.62810.0641 2.08208.28440.05080.00200.00208506.3915 1.45030.0571 1.652110.44450.04470.00180.001610984.516 1.29030.0508 1.307613.18460.03990.00160.001213804.017 1.15060.0453 1.039816.58470.03560.00140.001017360.018 1.02360.04030.822920.95480.03150.00120.000822129.0190.91190.03590.653026.40490.02820.00110.000627615.9200.81280.03200.518933.23500.02510.00100.000534716.4210.72390.02850.411641.89510.02240.00090.000443938.0220.64260.02530.324353.16520.01980.00080.000355926.3230.57400.02260.258866.62530.01780.00070.000269439.9240.51050.02010.204784.22540.01570.00060.000288516.0250.45470.01790.1624106.19550.01400.00060.0002112481.226 0.4039 0.0159 0.1281 134.59 56 0.0124 0.0005 0.0001 141714.1 美国电线电缆标准AWG对照表 外径 AWG 外径 AWG

电缆、穿管对应表

2、 明敷或暗敷于干燥场所的金属导管,宜采用管壁厚度不小于1.5mm 的电线管。 3、 壁厚参考《住宅小区通信配套设施建设标准》 1、超高层建筑中应采用A 。公共建筑物和地下工程中应采用B 。 2、在人员密集的公共建筑物中应采用无卤低烟阻燃产品。WDZB-BYJ (YJY )

塑壳壳架等级: ABB:160,250,320,400,630,800,1000,1250,1600 施耐德:80,100,160,250,400,630,800,1000,1250,1600 电流互感器的规格: 20,30,40,50,75,100,150,200(250),300,400,500,600(750),800 电流互感器的规格: 20,30,40,50,75,100,150,200(250),300,400,500,600(750),800 功率计算: 小店面用电:100~120W/m2 商场空调功率:50W/m2 中央空调:40 W/m2

常见民用建筑的照度标准(lx)

管路敷设标注方法 sc:焊接钢管 tc:电线管薄钢管 pc:硬质塑料管 ct:电缆桥架 cp:金属软管 SR:钢线槽 RC:水煤气管 导线敷设部位: CT:电缆桥架敷设 SR:沿钢索敷设 CLE:沿柱或跨柱敷设 WE:沿墙面敷设 CC:沿现浇板内暗敷设 CE:沿天棚面或顶棚面敷设AC:吊顶内敷设 ACE:在能进入的吊顶在敷设BC:暗敷设在梁内 CLC:暗敷设在柱子内 wc:暗敷设在墙内 WE:沿墙明敷设 FC:预埋在地面内 cc:暗敷设在顶板内 SR:沿钢线槽敷设 BE:沿屋架或跨屋架敷设CLE:沿柱或跨柱敷设 WE:沿墙面敷设 CE:沿天棚面或顶棚面敷设ACE:在能进入人的吊顶内敷设BC:暗敷设在梁内 CLC:暗敷设在柱内WC:暗敷设在墙内 CC:暗敷设在顶棚内 ACC:暗敷设在不能进入的顶棚内FC:暗敷设在地面内 SCE:吊顶内敷设,要穿金属管一,导线穿管表示 MT-电线管 PC-PVC塑料硬管 FPC-阻燃塑料硬管 CT-桥架 MR-金属线槽 M-钢索 CP-金属软管 PR-塑料线槽 RC-镀锌钢管 二,导线敷设方式的表示 DB-直埋 TC-电缆沟 BC-暗敷在梁内 CLC-暗敷在柱内 WC-暗敷在墙内 CE-沿天棚顶敷设 CC-暗敷在天棚顶内 SCE-吊顶内敷设 F-地板及地坪下 SR-沿钢索 BE-沿屋架,梁 WE-沿墙明敷 三,灯具安装方式的表示 CS-链吊

低压电缆选型参照表

标称截面Nominal section mm2 电缆参考外径 Cable referenced Outer diameter mm 允许载流量A Allowable ampacity 电缆参考重量 Cable referred weightkg/km 空气中敷设 air laying 埋地敷设 ground laying Cu Cu Cu 1.5 2.5 4 6 10 16 25 35 40 70 92 120 150 185 240 300 400 500 6306.8 7.2 8.1 8.6 10.0 11 12.7 13.9 15.6 17.4 19.7 21.4 23.3 25.6 28.7 31.7 35.1 38.6 42.3 24 32 42 54 75 99 132 162 194 246 298 346 395 457 550 636 745 846 1043 33 44 57 73 101 133 175 210 250 314 375 430 484 549 640 726 834 959 1113 61 74 100 124 183 241 367 475 618 840 1134 1384 1683 2084 2696 3355 4246 5092 6362 2×1.5 2×2.5 2×4 2×6 2×10 2×16 2×25 2×35 2×50 2×70 2×95 2×120 2×150 2×18510.5 11.3 13.1 14.1 16.7 18.8 22.3 24.6 23.1 25.7 29.3 31.7 35.0 38.6 19 26 35 44 60 80 107 131 152 194 238 275 318 366 25 34 33 56 76 100 129 157 187 233 278 318 357 404 129 158 221 274 378 519 758 978 1217 1613 2157 2658 3296 4027

电缆穿管对应表

开关.电缆(YJV)、穿管外径对应表电表箱尺寸

钢导管。 2、明敷或暗敷于干燥场狀勺金属导管,宣采用管壁厚度不小于1. 5皿的电 线 管。 3、壁厚参考《住宅小区通信配套设施建设标准》 需要系数推荐值

注:住宅内用电设备的功率因数按0.9计算。 1、超高层建筑中应采用A公共建筑物和地下工程中应采用B 2、在>1殒密集的公共建筑物中应采用无卤低烟阻燃产品。WDZB-BYJ (YJY) ABB: 160, 250, 320, 400, 630, 800, 1000. 1250, 1600 施耐德:80, 100, 160, 250, 400, 630, 800, 1000, 1250, 1600 电流互感器的规格: 20, 30, 40, 50, 75, 100, 150, 200 (250) , 300, 400, 500, 600 (750), 电流互感器的规格: 800

20, 30, 40, 50, 75, 100, 150, 200 (250) , 300, 400, 500, 600 (750), 800 功率计算: 小店面用电:100"120W/m2 商场空调功率:50W/m2 中央空调:40W/m2 常见民用建筑的照度标准(lx) 建筑类型 0. 75米水平 0. 75米水平 公共建筑(办 公室)资料、档案室 普通办公室、会议室、接待室.前台. 营业厅.文件整理 0. 75米水平 0. 75米水平 200 300 房间或场所参考平面及高照度标准卫生间0. 75米水平100 餐厅、厨房100?150 0. 75米水平 卧室75 ?150 居住建筑起居室100?300 300

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