Krishan Anatoly

krishan

Nosov Magnitogorsk State Technical University

Building and Structural Engineering Department

38, Lenin street, Magnitogorsk, 455000, Chelyabinsk Region, Russia

http://www.magtu.ru

e-mail:  This email address is being protected from spambots. You need JavaScript enabled to view it.

EDUCATION

  • 1974 -1979  Nosov Magnitogorsk Institute of Mining and Metallurgy,
    Major: Industrial and Civil Engineering
  • 1987 Awarded an academic degree of the Candidate of Engineering Sciences (PhD)
  • 2011 Awarded an academic degree of the Doctor of Engineering Sciences
  • 2013 Awarded an academic rank of the Professor

RESEARCH EXPERIENCE

Improvement of engineering and manufacturing methods for steel concrete beam columns for frames of multi-storey buildings:

  • concrete filled steel tube columns with various cross-section shapes made of pressed concrete or self-stressing concrete,
  • preliminary stressed concrete filled steel tube beams made of self-stressing concrete,
  • butt joints of beam and beamless floors to columns.

RESEARCH INTERESTS

  • Theoretical and field study of composite steel concrete column strength taking into account slenderness.
  • Theoretical and field study of strength of concrete filled steel tube columns.
  • Theoretical and field study of strength and stiffness of composite steel-concrete beams.

TEACHING AND  Educational Activities

Courses Titles:

  • Reinforced concrete and masonry structures.
  • Theory of reinforced concrete.

PhD students:

  • Seven PhD students defended their theses for an academic degree of the Candidate of Engineering Sciences (PhD)

 

PUBLICATIONS

  1. Steel pipe-concrete columns with preliminary pressed core. Application of Codes, Design and Regulations. Opportunities: Proceedings of the Internatinal Conference held at the University of  Dundee, Scotland, UK on 5-7 July,  2005.- P.725-733.
  2. New approach to estimating  the durability of compressed  pipe-concrete columns. Concrete Durability: Achievement and Enhancement: Proceedings of the 7th International Congress held at the University of Dundee, Scotland, UK on 8-10 July 2008. - P.143-151.
  3. Strength calculation of normal sections concrete-filled steel tube columns. International Journal for Computational Civil and Structural Engineering. - 2008. № 2.-Р.80-81.
  4. Concrete filled steel tube columns  with preliminary соmpressed concrete core. Non Traditional Cement &  Concrete: Proceedings of  4th International Conference at the University of Brno, Czech  Republic on 27-30 June 2011. P. 293-299.
  5. New construction of concrete filled steel tube. Scientific enquiry in the con-temporary world: Theoretical basics and innovative approach: Reseach articles.Vol. 4. Technical Sciense. – L&L Publishing, Titusville, USA, 2012.- P.39-41.  
  6. The strength of concrete filled steel box columns. International Conference “TECHNICAL SCIENCES: MODERN ISSUES AND DEVELOPMENT PROSPECTS”: Conference Proceedings.-B&M Publishing USA, San Francisco, California, 2013.-pp.164-166.
  7. Strength of axially loaded concrete-filled steel tubular columns with circular cross-section. Electronic magazine “Advances of Environmental Biology”.  Volume 8, № 6, May 2014, pp.1991-1994, http://www.aensiweb.com/aeb_online.html
  8. Estimation of carrying capacity of eccentrically compressed concrete-filled steel tube columns. Electronic magazine “Advances of Environmental Biology”.  Volume 8, № 6, May 2014, pp.1974-1977, http://www.aensiweb.com/aeb_online.html
  9. Power resistance of compressed concrete elements with confinement reinforcement by means of meshes. Electronic magazine “Advances of Environmental Biology”.  Volume 8, № 6, May 2014, pp.1987-1990, http://www.aensiweb.com/aeb_online.html
  10. Calculation of strength of concrete filled steel box columns.  Non Traditional Cement &  Concrete V: Proceedings of the International Conference organized by Brno University of Technology, Czech  Republic on 16-19 June 2014. pp. 115-118.
  11. Calculation of strength of concrete filled steel box columns. International Journal of Research in Engineering and Technology. 2014. Vol-03. Special Issue 13. - pp.77-81.                                                                                                                                                                                                                                                               

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