يعرض 1 - 14 نتائج من 14 نتيجة بحث عن '"Análisis 3D"', وقت الاستعلام: 0.56s تنقيح النتائج
  1. 1
    Dissertation/ Thesis

    المؤلفون: Carreras Blasco, Laura

    المساهمون: University/Department: Universitat de Girona. Departament d'Enginyeria Mecànica i de la Construcció Industrial

    Thesis Advisors: Turon Travesa, Albert, Renart Canalias, Jordi, Bak, Brian Lau Verndal

    المصدر: TDX (Tesis Doctorals en Xarxa)

    وصف الملف: application/pdf

  2. 2
    Academic Journal
  3. 3
    Academic Journal

    المساهمون: Hernández Rodríguez, Félix

    وصف الملف: application/pdf

    Relation: 1. Culmann K. Die Graphische Statik. Encyclopædia Britannica. 1866.; 2. Fellenius W. Erdstatische Berechnungen mit Reibung und Kohäsion (Adhäsion) und unter Annahme kreiszylindrischer Gleitflächen. Berlin: W. Ernst & Sohn. 1927.; 3. Bishop AW. The use of slip circle in the stability of slopes. Géotechnique. 1955;5(1):7-17.; 4. Morgenstern NR, Price VW. The analysis of the stability of general slip surfaces. Géotechnique. 1965;15(1):79-93.; 5. Spencer E. A method for analysis of stability of embankments assuming parallel inter-slice forces. Géotechnique. 1967;17(1):11-26.; 6. Janbu N. Application of composite slip surfaces for stability analyses. European conference on stability of earth slopes. 1954;3:43-49.; 7. Janbu N. Slope stability computations. Soil Mechanics and Foundation Engineering Report, The Technical University of Norway. 1968.; 8. Janbu N. Slope stability computations. Embankment-dam engineering: Casagrande volume. 1973;47-86.; 9. Janbu N, Bjerrum L, Kjaemsli B. Veiledning ved losning av fundamenteringsoppgaver. Norwegian geotechnical institute. 1956.; 11. Clough RW, Woodward RJ. Analysis of embankment stress and deformations. Journal of the Soil Mechanics and Foundations Division. 1967;93(SM4):529-549.; 12. Zienkiewicz OC, Humpheson C, Lewis RW. Associated and Non-Associated Visco-Plasticity and Plasticity in Soil Mechanics. Géotechnique. 1975;25:671-689.; 13. Naylor DL. Finite elements and slope stability. Numerical methods in geomechanics. 1982;229-244.; 14. Donald I, Giam S. Application of the nodal displacement method to slope stability analysis. Fifth Australia-New Zealand Conference on Geomechanics Sydney. 1988;456-460.; 15. Matsui T, San KC. Finite Element Slope Stability Analysis by Shear Strength Reduction Technique. Soils and Foundations. 1992;32(1):59-70.; 16. Ugai K, Leshchinsky D. Three-dimensional limit equilibrium and finite element analyses: A comparison of results. Soils and Foundations. 1995;35:1-7.; 17. Dawson EM, Roth WH, Drescher A. Slope Stability Analysis by Strength Reduction. Géotechnique. 1999;49(6):835-840.; 18. Griffiths DV, Lane PA. Slope Stability Analysis by Finite Elements. Géotechnique. 1999;49:387-403.; 19. Zhang L, Zhang LM, Tang W. Rainfall-induced slope failure considering variability of soil properties. Géotechnique. 2005;55(2):183-188.; 20. Sokolovski VV. Statics of granular media. London: Pergamon Press. 1965.; 21. Gitirana G, Santos MA, Fredlund MD. Three-dimensional analysis of the Lodalen landslide. In Proceedings of the Geo-Congress 2008. 2008.; 22. Stark TD, Eid HT. Performance of three-dimensional slope stability methods in practice. Journal of Geotechnical and Geo-environmental Engineering. 1998;124(11):1049-1060.; 23. Sherard JL, Woodward RJ, Gizienski SF, Clevenger WA. Earth and earth-rock dams. Nueva York: John Wiley and Sons. 1963.; 24. Lambe TW, Whitman RV. Soil mechanics. Nueva York: John Wiley and Sons. 1969.; 25. Anagnosti P. Three-dimensional stability of fill dams. Proceedings of the 7th ICSMFE. 1969;2:275-280. Mexico.; 26. Azzouz AS, Baligh MM. Three-dimensional stability of slopes. Massachusetts Inst. of Tech. Report. 1978 jun.; 27. Baligh MM, Azzouz AS. End effects on the stability of cohesive slopes. ASCE journal of the geotechnical engineering division. 1975;101(GT11):1105-1117.; 28. Hovland HJ. Three-dimensional slope stability analysis method. Journal of the geotechnical division. 1977;103(GT9):971-986.; 29. Chen RH, Chameau JL. Three-Dimensional limit equilibrium analysis of slopes. Géotechnique. 1983;32(1):31-40.; 30. Dennhardt M, Forster W. Problems of Three-Dimensional Slope Stability. Proceeding of the 11th International Conference in Soil Mechanics and Foundation Engineering. 1985;(2):427-431.; 31. Leshchinsky D, Baker R, Silver M. Three-dimensional Analysis of Slope Stability. International Journal for Numerical and Analytical Methods in Geomechanics. 1985;9:199-223.; 32. Leshchinsky D, Baker R. Three-dimensional slope stability: End effects. Soils and Foundations. 1986;26(4):155–67.; 33. Cavounidis S. On the ratio of factors of safety in slope stability analysis. Géotechnique. 1987;37(2):207-210.; 34. Thomaz JE, Lovell CW. Three-dimensional slope stability analysis with random generation of surfaces. Proceedings 5th International Symposium on Landslides. 1988;1:777-781.; 35. Ugai K. Three-dimensional stability analysis of vertical cohesive slopes. Japanese Society of Soil Mechanics and Foundation Engineering. 1985;25(3):41-48.; 36. Ugai K. Three-dimensional slope stability analysis by slice methods. Proceedings international conference. 1988:1369-1374.; 37. Gens A, Hutchinson JN, Cavounidis S. Three-Dimensional Analysis of Slides in Cohesive Soils. Géotechnique. 1988;38(1):1-23.; 38. Xing Z. Three-dimensional stability analysis of concave slopes in plan view. Journal of geotechnical engineering division. 1988;114(6):658-671.; 39. Seed RB, Dickenson SE, Riemer MF, Bray JD, Sitar N, Mitchell JK, Idriss IM, Kayen RE, Kropp A, Hander LF, Power MS. Preliminary report on the principal geotechnical aspects of the October 17, 1989, Loma Prieta earthquake. Report No. UCB/EERC-90/05: Earthquake Engineering Research Center, University of California. 1990.; 40. Lam L, Fredlund DG. A general limit equilibrium model for three-dimensional slope stability analysis. Canadian geotechnical journal. 1993;30:905-919.; 41. Yamagami T, Jiang JC. Determination of the sliding direction in three-dimensional slope stability analysis. Proceedings of the 2nd international Conference of Soft Soil Engineering. Nanjing: Hohai University Press. 1996;1:567-572.; 42. Yamagami T, Jiang JC. A Search for the Critical Surface in Three-dimensional Slope Stability analysis. Japanese Geotechnical Society. 1997;37(3):1-16.; 43. Hungr O. An Extension of Bishop's Simplified Method of Slope Stability Analysis to Three-Dimensions. Géotechnique. 1987;37(1):113-117.; 44. Hungr O. User's manual CLARA-W, slope stability analysis in two or three dimensions for microcomputers. West Vancouver: O.Hungr Geotechnical Research lnc. 2001.; 45. Hungr O, Salgado F, Byrne P. Evaluation of a three-dimensional method of slope stability analysis. Canadian Geotechnical Journal. 1989;26:679-686.; 46. Huang CC, Tsai CC, Chen YH. Generalized method for three-dimensional slope stability analysis. Journal of geotechnical and geo-environmental engineering. 2002;128(10):836-848.; 47. Chen ZY, Mi H, Wang X. A simplified method for 30 slope stability analysis. Canadian geotechnical journal. 2003;40:675-683.; 48. Jiang JC, Yamagami T. Three-dimensional slope stability analysis using an extended Spencer method. Journal of the Japanese Geotechnical Society of Soils and Foundations. 2004;44(4):127-135.; 49. Cheng YM, Yip CJ. Three-dimensional asymmetrical slope stability analysis-Extension of Bishops, Janbus and Morgenstem Prices technique. Journal of Geotechnical and Geo-environmental Engineering. 2007;133(12):1544-1555.; 50. Leshchinsky D, Huang CC. Generalized Three-Dimensional Slope Stability Analysis. Journal of Geotechnical Engineering. 1992;118(11):1748-1764.; 51. Zheng H. Eigenvalue problem from the stability analysis of slopes. Journal of geotechnical and geo-environmental engineering. 2009;135(5):647-656.; 52. Kalatehjari R, Ali N. A review of three-dimensional slope stability analyses based on limit equilibrium method. Electronic Journal of Geotechnical Engineering. 2013;18:119-134.; 53. Darcy H. Les fontaines publiques de la ville de Dijon. Paris: Victor Dalmont; 1856. 647 p.; 54. Dupuit J. Études théoriques et pratiques sur le mouvement des eaux courantes. Paris: Carilion-Geory et V. Dalmont. 1863.; 55. Pearson K. Contributions to the mathematical theory of evolution, II: Skew variation in homogeneous material. Philosophical Transactions of the Royal Society. 1895;186:343-414.; 56. Poisson SD. Recherches sur la probabilité des jugements en matière criminelle et matière civile. Paris: Bachelier. 1837.; https://repositorio.unal.edu.co/handle/unal/77750

  4. 4
    Academic Journal
  5. 5
    Academic Journal

    المساهمون: Universitat Politècnica de València. Instituto Universitario Mixto de Biomecánica de Valencia - Institut Universitari Mixt de Biomecànica de València

    مصطلحات موضوعية: Análisis 3D, Deporte, Running

    Relation: Revista de biomecánica; http://www.ibv.org/publicaciones/revista-de-biomecanica; urn:issn:1575-5622; http://hdl.handle.net/10251/38696

  6. 6
    Academic Journal
  7. 7
  8. 8
  9. 9
    Academic Journal
  10. 10
    Academic Journal

    المصدر: Revista Colombiana de Salud Ocupacional, ISSN 2322-634X, Vol. 3, Nº. 3, 2013 (Ejemplar dedicado a: Revista Colombiana de Salud Ocupacional), pags. 11-17

    وصف الملف: application/pdf

    Relation: https://dialnet.unirioja.es/servlet/oaiart?codigo=7890140; (Revista) ISSN 2322-634X

  11. 11
  12. 12
  13. 13
  14. 14
    Electronic Resource