| A design method for two-layer beams consisting of normal and fibered high strength concrete I Iskhakov, Y Ribakov Materials & Design 28 (5), 1672-1677, 2007 | 83 | 2007 |
| High performance repairing of reinforced concrete structures I Iskhakov, Y Ribakov, K Holschemacher, T Mueller Materials & Design 44, 216-222, 2013 | 65 | 2013 |
| Experimental investigation of full scale two-layer reinforced concrete beams I Iskhakov, Y Ribakov, K Holschemacher, T Mueller Mechanics of Advanced Materials and Structures 21 (4), 273-283, 2014 | 44 | 2014 |
| Experimental investigation of continuous two‐layer reinforced concrete beams I Iskhakov, Y Ribakov, K Holschemacher Structural Concrete 18 (1), 205-215, 2017 | 28 | 2017 |
| Laboratory tests of two-layer beams consisting of normal and fibered high strength concrete: ductility and technological aspects K Holschemacher, I Iskhakov, Y Ribakov, T Mueller Mechanics of Advanced Materials and Structures 19 (7), 513-522, 2012 | 22 | 2012 |
| Structural phenomenon based theoretical model of concrete tensile behavior at different stress-strain conditions I Iskhakov, Y Ribakov Journal of Building Engineering 33, 101594, 2021 | 20 | 2021 |
| Experimental methods for selecting base isolation parameters for public buildings Y Ribakov, I Iskhakov The Open Construction & Building Technology Journal 2 (1), 2008 | 19 | 2008 |
| Two-layer pre-stressed beams consisting of normal and steel fibered high strength concrete I Iskhakov, Y Ribakov Materials & Design 29 (8), 1616-1622, 2008 | 19 | 2008 |
| Design principles and analysis of thin concrete shells, domes and folders I Iskhakov, Y Ribakov CRC Press, 2015 | 17 | 2015 |
| Two‐layer concrete bridge beams as composite elements I Iskhakov, Y Ribakov Structural Concrete 14 (3), 271-277, 2013 | 17 | 2013 |
| Experimental and theoretical investigation of column–flat slab joint ductility I Iskhakov, Y Ribakov, A Shah Materials & Design 30 (8), 3158-3164, 2009 | 17 | 2009 |
| A new concept for design of fibered high strength reinforced concrete elements using ultimate limit state method I Iskhakov, Y Ribakov Materials & Design 51, 612-619, 2013 | 15 | 2013 |
| Base‐isolated structures with selective controlled semi‐active friction dampers Y Ribakov The Structural Design of Tall and Special Buildings 20 (7), 757-766, 2011 | 15 | 2011 |
| Experimental investigation of prestressed two layer reinforced concrete beams I Iskhakov, Y Ribakov, K Holschemacher, S Kaeseberg Structural Concrete 22 (1), 238-249, 2021 | 12 | 2021 |
| Ultimate limit state of pre-stressed reinforced concrete elements I Iskhakov, Y Ribakov Materials & Design 75, 9-16, 2015 | 12 | 2015 |
| Quasi-isotropic ideally elastic-plastic model for calculation of RC elements without empirical coefficients I Iskhakov Structural engineering, mechanics and computation, 367-374, 2001 | 12 | 2001 |
| Exact solution of shear problem for inclined cracked bending reinforced concrete elements I Iskhakov, Y Ribakov Materials & Design 57, 472-478, 2014 | 11 | 2014 |
| Theoretical model and laboratory testing of a variable friction damper Y Ribakov, B Blostotsky, I Iskhakov European Earthquake Engineering 20 (1), 36, 2006 | 11 | 2006 |
| Collapse analysis of real RC spatial structures using known failure schemes of ferro‐cement shell models I Iskhakov, Y Ribakov The Structural Design of Tall and Special Buildings 23 (4), 272-284, 2014 | 10 | 2014 |
| Structural Phenomenon of Cement‐Based Composite Elements in Ultimate Limit State I Iskhakov, Y Ribakov Advances in Materials Science and Engineering 2016 (1), 4710752, 2016 | 9 | 2016 |
