BROCHURE
Iakov Iskhakov is a Professor,Ariel University,Israel

Iakov Iskhakov

Professor

Organizing Committee

Israel

Ariel University

PUBLICATIONS

  1. I. Iskhakov. Comparative analysis of some calculation methods of the shallow double curvature shells. “Izvestiya AN Tadzhik SSR”, 4(13), 1963 (Russian).
  2. I. Iskhakov, G. Khaidukov. Investigations and calculation of the shallow shell models rectangular in plan with positive Gauss curvature by limit equilibrium. “Beton i zelezobeton”, 1, 1966 (Russian).
  3. I. Iskhakov. Calculation of the shallow shells by limit equilibrium using of the experimental investigations. “Doklady AN Tadzhik SSR”, v.9, n.2, 1966 (Russian).
  4. I. Iskhakov. Calculation of the thin-walled shallow shells by the limit stage taking into consideration deflections and deformations in the limit stage. “Doklady AN Tadzhik SSR”, v.12, n.5, 1969 (Russian).
  5. I. Iskhakov. The experimental investigation and calculation of the square thin elastic-plastic shells with the real displacements in the limit stage. “Doklady AN Tadhik SSR”, v.12, n.3, 1970 (Russian).
  6. I. Iskhakov, D. Puzirkov. The roof from the ferro-cement shell-panels 3*18 m in plan with positive Gauss curvature surface. “Beton i Zelezobeton”, n.8, 1971 (Russian).
  7. I. Iskhakov, D. Nizomov. The dynamic parameters and seismic resistance of the ferro-cement shell-panel roof. “Beton i Zelezobeton”, n.9, 1972 (Russian).
  8. I. Iskhakov. The limit equilibrium of the square shells with consideration of the deformation scheme. “Stroitelnaya mechanica i raschyot sooruzeniy”, n.2, 1972 (Russian).
  9. I. Iskhakov, A. Kudusov, A. Klochko. Vibration tests and dynamic parameters of the monolithic RC dome. “Beton i Zelezobeton”, n.6, 1973 (Russian).
  10. I. Iskhakov. The definition of the seismic loads for the calculation of large span shell. “Doklady AN Tadzhik SSR”, v.17, n.8, 1974 (Russian).
  11. I. Iskhakov. Definition of the overload coefficient due to the seismic loads in the calculation of the shallow deformed shell. “Doklady AN Tadzhik SSR”, v.17, n.9, 1974 (Russian).
  12. I. Iskhakov, V. Tikhomirov. Shells with steel diaphragms for the seismic zones. “Beton i Zelezobeton”, n.5, 1976 (Russian).
  13. I. Iskhakov, D. Nizomov. Calculation of the “shell-column” system under seismic actions. “Seismostoykoye Stroitelstvo”, series 14, issue 2, 1976 (Russian).
  14. I. Iskhakov, A. Kudusov. Dynamic parameters and seismic resistance of the monolithic RC shed shells. “Seismostoykoye Stroitelstvo”, series 14, issue 6, 1976 (Russian).
  15. I. Iskhakov, D. Nizomov. Experimental investigations of the “soil – column - RC shell” system at the earthquakes. “Seismostoykoye Stroitelstvo”, n.11, 1978 (Russian).
  16. I. Iskhakov, A. Kudusov. Reaction of buildings with flexible and rigid structural system due to the horizontal explosion actions. “Seismostoykoye Stroitelstvo”, issue 2, 1980 (Russian).
  17. I. Iskhakov. Seismic resistant roof constructions made of RC monolithic shell with steel diaphragms. “Bulletin of IASS for shell structures”, 1981.
  18. I. Iskhakov. Residual deflections in the RC shell due to the vertical seismic actions. “Seismostoykoye Stroitelstvo”, issue 4, 1984 (Russian).
  19. I. Iskhakov, N. Abramov. Brick buildings' failure character and engineering economic valuation of consequences of the Pap earthquakes in 1984-85 years. “Architecture i stroitelstvo Uzbekistana”, n.4, 1986 (Russian).
  20. I. Iskhakov. Behavior of the shallow shells under strong seismic action. “Beton i Zelezobeton”, n.8, 1988 (Russian).
  21. I. Iskhakov, N. Abramov. Change of the stress-strain state of the brick building fragment. “Architecture and Stroitelstvo Uzbekistana”, n.8, 1986 (Russian).
  22. I. Iskhakov, L. Sharipov, Hamdy. The natural tests of the elements, joint and building fragment of the beamless frame “Cube” system for the seismic zones. “Architecture i Stroitelstvo Uzbekistana”, n.11, 1990 (Russian).
  23. I. Iskhakov, Hamdy. Dynamic behavior of the fragment of 3 stores pre-cast beamless RC frame. “Engineering research bulletin”, v.6, 1991.
  24. I. Iskhakov, M. Kamilov. Investigation of seismic resistant of the fragment of the cover disk of the agriculture building on model from ferro-cement - steel shell-panels with dimensions 3*18 m. “Maskan”, n.6, 1991 (Russian).
  25. I. Iskhakov, L. Sharipov, Hamdy. Construction particularity and some results of the vibration tests of 9 stores natural building with beamless frame system “Cube 1”. “Maskan”, n.9, 1991 (Russian).
  26. I. Iskhakov. A new model for the calculation of RC elements section bearing capacity. “Civil Engineering and building”, N 6, December 2000, 34-39 (Hebrew).
  27. I. Iskhakov. Seismic energy dissipation using by the RC elements section plastic behavior. “Civil Engineering and building”, November 2002, 15-19 (Hebrew).
  28. I. Iskhakov, Y. Ribakov. Selecting the  properties of a base isolation system based on impulse testing of a three-story structural part. “European Earthquake Engineering”, 1, 2005, 38 – 42 .
  29. I. Iskhakov, Y. Ribakov and R. Gilat. Seismic engineering education – a principal key for building safety. "Engineering Construction and Foundations", February 2005, N26, 45 - 50 (Hebrew).
  30. I. Iskhakov, Y. Ribakov. Experimental and numerical investigations of a full-scale multistory RC building under dynamic loading. “The Structural Design of Tall and Special Buildings”, 14 (4), 299-313 (2005).
  31. I. Iskhakov, Y. Ribakov. Influence of various reinforcing arrangements and of gravitation stresses on hysteretic behavior of RC sections. "European Earthquake Engineering", 3, 2005, 13 – 24.
  32. Y. Ribakov, B. Blostotsky, I. Iskhakov. Theoretical model and laboratory tests of variable friction damper. "European Earthquake Engineering", 1.2006, 36 – 42.
  33. Y. Ribakov, B. Blostotsky, I. Iskhakov. An efficient variable friction    damper with a curved wedge, "European Earthquake Engineering", 2.2006, 32 - 38.

34. I. Iskhakov and J. Bloch. Case study of RC convex shallow shells buckling. "Engineering Construction and Foundations", November 2006, No 32, 28 – 33 (Hebrew).

35. I. Iskhakov, Y. Ribakov. A design method for two-layer beams consisting of normal and fiberd high strength concrete. "Materials and Design", 28 (2007), 1672 - 1677.

36.  I. Iskhakov, Y. Ribakov, & N. Davidovitch. Incorporating a Shaking Table into a Basic Course in Earthquake-Oriented Structural Engineering. "World Transactions on Engineering & Technology Education", UNESCO Journal, Vol. 6, No. 2, 2007, 279 - 282.

37. I. Iskhakov, Y. Ribakov. Two-layer pre-stressed beams consisting of normal and steel fibered high strength concrete. "Materials and Design" 29 (8), 2008, 1616 – 1622.

38. Y. Ribakov, I. Iskhakov. Experimental methods for selecting base   isolation parameters for public building. "The Open Construction and Building Technology Journal", 2008, 2, 1-6.

39. I. Iskhakov, Y. Ribakov. Seismic response of semi-active friction damped RC structures with self-variable stiffness. “The Structural Design of Tall and Special Buildings”, 17, 2008, 351-365.

40. I. Iskhakov, Y. Ribakov, A. Shah. Experimental and theoretical investigation of column – flat slab joint ductility. "Materials and Design", 30, 2009, 3158 – 3164.

41.  K. Holschmacer, I. Iskhakov, Y. Ribakov, T. Mueller. Laboratory tests of two-layer beams consisting of normal and fibered high strength concrete: ductility and technological aspects. " Mechanics of Advanced Materials and Structures" (19:7, 2012, 513-522).

43  I. Iskhakov, Y. Ribakov, K. Holschemacher, T. Mueller. Efficient of two-layers RC beams. "Engineering Construction and Foundations", issue 49 (November 2011), 50-60 (Hebrew).

44. I. Iskhakov, Y. Ribakov, K. Holschemacher, T. Mueller. High Performance Repairing of RC Structures. "Materials and Design", volume 44, Februare 2013, 216-222.

45. I. Iskhakov, Y. Ribakov. Two Layer Concrete Bridge Beams as   Composite Elements. Journal of the fib "Structural Concrete", volume 14, September 2013, 271-277.

46. I. Iskhakov, Y. Ribakov. A new concept for design of fibered high   strength RC elements using ULS method. "Materials and Design" volume 51(2013) 612-619.

  47. I. Iskhakov, Y. Ribakov, K. Holschemacher, T. Mueller.  Experimental investigation of full-scale two layer reinforced concrete beams, "Mechanics of Advanced Materials and Structures" (2014) 21, 273-283.

        48. I. Iskhakov, Y. Ribakov. Exact solution of shear problem for   inclined cracked bending reinforced concrete elements. "Materials and Design", 57, 2014, 472-478.

 49. I. Iskhakov, Y. Ribakov. Collapse analysis of real RC spatial structures using known failure schemes of ferro-cement shell models. "The Structural Design of Tall and Special Buildings", 23(4), 272-284, 2014.

50. I. Iskhakov, Y. Ribakov. Ultimate limit state of pre-stressed reinforced concrete elements. "Materials and Design", 75, June 2015, 9-16.

51.  I. Iskhakov, Y. Ribakov. Structural phenomenon of cement-based composite elements in ultimate limit state. "Advances in Building Technologies and Construction Materials", Volume 2016 (2016), Article ID 4710752, 9 pages

http://dx.doi.org/10.1155/2016/4710752

52. I. Iskhakov, Y. Sharon, Y. Ribakov. Structural ductility design for earthquakes resistance. "Structural engineering and foundations", 70, 2016, 57-63 (Hebrew).  

53. I. Iskhakov, Y. Ribakov, K. Holschemacher. Experimental investigation of continuous two-layer reinforced concrete beam. "Structural Concrete", 2017; 18:205-215.

    54.  I. Iskhakov, Y. Ribakov. Accurate calculation of punching control          perimeter in RC flat slabs and flat foundations using mini-max  principle. " KSCE Journal of Civil Engineering", vol. 21, 6, Sep. 2017 , 1 – 10. Vol. 22, No. 5, May 1, 2018

55. I. Iskhakov, Y. Ribakov. Ultimate limit state design of reinforced concrete shells under horizontal loads. Structural Concrete. 2018: 19, 1640-1656.

       56.   I. Iskhakov, Y. Ribakov. Structural Phenomenon of Concrete Elements at Limit States. 2017 EU Academy of Sciences (EUAS) Annual Report, 144-148. Internet resource, accessed on April 30, 2018:

          http://www.interpaper.org/2017-Annual-Report-EU-Academy-of-Sciences.pdf

57.  I. Iskhakov, Y. Ribakov. Transverse defomations and Structural phenomenon as indicators of steel fibred high-stress concrete non-linear behavior. Advances in material science and engineering. Volume 2019, Article ID 9147849, 9 pages.

58. I. Iskhakov, Y. Ribakov, K. Holschemacher, S. Kaeseberg. Experimental investigation of prestressed two layer reinforsed conrete beams. Structural Concrete. 2019;1-12.

59. I. Iskhakov, Y. Ribakov. Structural pfenomenon based theoretical model of concrete tensile behavior at different stress-strain conditions. Journal of Building Engineering 33 (2021) 101594.

EDUCATION

M. Sc, Civil Engineering, Moscow Civil Engineering Institute, 1961.

PhD, Reinforced Concrete Structures, Moscow Civil Engineering Institute, 1966. Name of Advisor: Prof. G. K. Khaidukov; Title of Thesis: Experimental and Theoretical Investigations of the Limit State of the Rectangular in Plan Shallow Double Curvature Shells

EDITORSHIP

  1. Reviewer of manuscripts for the engineering structures international journals
  2. Invited lecture (STREMAH 2007, Prague, 3 – 6 July 2007).
  3. Invited lecture (HPSM 2008, Algarve, Portugal, 13-15 May 2008)
  4. Member of International Scientific Advisory Committee (STREMAH 2007, Prague, 3 – 6 July 2007)
  5. Chairman of the Session 2b: Material Characterization (STREMAH 2007, Prague, 3 – 6 July 2007)
  6. Member of International Scientific Advisory Committee (HPSM 2008, Algarve, Portugal, 13-15 May 2008)
  7. Member of International Scientific Advisory Committee (STREMAH 2009, Tallinn, 22-24 July 2009)
  8. Member of International Scientific Advisory Committee (HPSM 2010, Tallinn, Estonia, 22-24 July 2010)
  9.  Member of International Scientific Advisory Committee (STREMAH 2011, Chianciano Terme Tussany, Italy, 5-7 September 2011)
  10. Member of International Scientific Advisory Committee (HPSM 2012, New Forest, UK, 18-20 June 2012)
  11.  Chairman of the Workshop Session: "Applied mechanics, structural engineering and seismic design"(The 7th International Conference "Material Technologies and Modeling", Ariel University Centre of Samaria, Ariel, Israel, August 20 – 23, 2012)
  12.  Chairman of the Workshop Session: "Engineering and technology education" (The 10th International Conference on Contemporary Issues in Higher Education: The Ethos of the Academe – Standing the Test of Time, September 10-12, 2013, Ariel, Israel)
  13.  Member of the Editorial Board of The 12th International Conference on Computational Structures Technology (CST2014), Naples, Italy (2 – 5 September 2014) 

Upcoming Conferences