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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Iskhakov, I. / Ribakov, Y. / Holschemacher, K. / Kaeseberg, S. (2023): Experimental case study for practical implementation of real pre-stressed two layer reinforced concrete beams. In: Structures, v. 47 (January 2023).

    https://doi.org/10.1016/j.istruc.2022.11.084

  2. Shah, A. A. / Ribakov, Y. / Khan, A. (2009): Experimental Investigation of Load Sharing Behavior for Timber Half-Caps of Toodyay Bridge. In: The Open Construction and Building Technology Journal, v. 3, n. 1 (December 2009).

    https://doi.org/10.2174/1874836800903010096

  3. Ribakov, Y. / Iskhakov, I. (2009): Experimental Methods for Selecting Base Isolation Parameters for Public Buildings. In: The Open Construction and Building Technology Journal, v. 2, n. 1 (January 2009).

    https://doi.org/10.2174/1874836800802010001

  4. Shah, A. A. / Ribakov, Y. (2009): Non-Linear Non-Destructive Evaluation of Concrete. In: The Open Construction and Building Technology Journal, v. 2, n. 1 (January 2009).

    https://doi.org/10.2174/1874836800802010111

  5. Ribakov, Y. (2010): Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers. In: Earthquake Engineering and Engineering Vibration, v. 9, n. 1 (March 2010).

    https://doi.org/10.1007/s11803-010-9059-7

  6. Blostotsky, B. / Ribakov, Y. / Agranovich, G. (2010): Adaptation of real earthquake records for their reproduction by a shaking table with limited stroke. In: Earthquake Engineering and Engineering Vibration, v. 9, n. 4 (December 2010).

    https://doi.org/10.1007/s11803-010-0031-3

  7. Agranovich, G. / Ribakov, Y. (2010): A method for efficient placement of active dampers in seismically excited structures. In: Structural Control and Health Monitoring, v. 17, n. 5 (August 2010).

    https://doi.org/10.1002/stc.329

  8. Agranovich, G. / Ribakov, Y. (2013): Scaling ground motions using optimal feedback control for testing structures by shake table. In: Structural Control and Health Monitoring, v. 20, n. 8 (August 2013).

    https://doi.org/10.1002/stc.1526

  9. Ribakov, Y. (2003): Predictive controlled stiffness devices in MDOF structures. In: Journal of Structural Control, v. 10, n. 2 ( 2003).

    https://doi.org/10.1002/stc.19

  10. Ribakov, Y. / Gluck, J. (1999): Active control of MDOF structures with supplemental electrorheological fluid dampers. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 2 (February 1999).

    https://doi.org/10.1002/(sici)1096-9845(199902)28:2<143::aid-eqe808>3.0.co;2-i

  11. Gluck, J. / Ribakov, Y. / Dancygier, A. N. (2000): Predictive active control of MDOF structures. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 1 (January 2000).

    https://doi.org/10.1002/(sici)1096-9845(200001)29:1<109::aid-eqe898>3.0.co;2-1

  12. Iskhakov, I. / Ribakov, Y. (2017): Calculation of RC Flat Slabs and Flat Foundations Punching Using Mini-Max Principle. In: KSCE Journal of Civil Engineering, v. 22, n. 5 (August 2017).

    https://doi.org/10.1007/s12205-017-1763-7

  13. Ribakov, Y. / Gluck, J. / Reinhorn, A. M. (2001): Active viscous damping system for control of MDOF structures. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 2 (February 2001).

    https://doi.org/10.1002/1096-9845(200102)30:2<195::aid-eqe4>3.0.co;2-x

  14. Ribakov, Y. / Gluck, J. / Reinhorn, A. M. (2001): Active viscous damping system for control of MDOF structures. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 2 (February 2001).

    https://doi.org/10.1002/1096-9845(200102)30:2<195::aid-eqe4>3.3.co;2-o

  15. Gluck, J. / Ribakov, Y. (2002): Active viscous damping system with amplifying braces for control of MDOF structures. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 9 (September 2002).

    https://doi.org/10.1002/eqe.202

  16. Ribakov, Y. / Gluck, J. (2002): Selective controlled base isolation system with magnetorheological dampers. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 6 (June 2002).

    https://doi.org/10.1002/eqe.164

  17. Iskhakov, I. / Ribakov, Y. (2014): Collapse analysis of real RC spatial structures using known failure schemes of ferro-cement shell models. In: The Structural Design of Tall and Special Buildings, v. 23, n. 4 (March 2014).

    https://doi.org/10.1002/tal.1036

  18. Ribakov, Y. / Halperin, I. / Pushkar, S. (2018): Seismic Resistance and Sustainable Performance of Retrofitted Buildings by Adding Stiff Diaphragms or Seismic Isolation. In: Journal of Architectural Engineering (ASCE), v. 24, n. 1 (March 2018).

    https://doi.org/10.1061/(asce)ae.1943-5568.0000280

  19. Ribakov, Y. (2011): Base-isolated structures with selective controlled semi-active friction dampers. In: The Structural Design of Tall and Special Buildings, v. 20, n. 7 (June 2011).

    https://doi.org/10.1002/tal.527

  20. Dvorkin, L. / Zhitkovsky, V. / Stepasyuk, Y. / Ribakov, Y. (2018): A method for design of high strength concrete composition considering curing temperature and duration. In: Construction and Building Materials, v. 186 (October 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.08.014

  21. Agranovich, G. / Ribakov, Y. / Blostotsky, B. (2004): A method for fast simulation of seismically excited active controlled MDOF structures. In: Structural Control and Health Monitoring, v. 11, n. 4 (October 2004).

    https://doi.org/10.1002/stc.52

  22. Ribakov, Y. / Agranovich, G. (2011): A method for design of seismic resistant structures with viscoelastic dampers. In: The Structural Design of Tall and Special Buildings, v. 20, n. 5 (March 2011).

    https://doi.org/10.1002/tal.578

  23. Ribakov, Y. / Agranovich, G. (2011): Control of structural seismic response by a limited set of active dampers. In: The Structural Design of Tall and Special Buildings, v. 20, n. 5 (March 2011).

    https://doi.org/10.1002/tal.684

  24. Iskhakov, I. / Ribakov, Y. (2008): Seismic response of semi‐active friction‐damped reinforced concrete structures with self‐variable stiffness. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (June 2008).

    https://doi.org/10.1002/tal.357

  25. Briman, V. / Ribakov, Y. (2008): Seismic isolation columns for earthquake-resistant structures. In: The Structural Design of Tall and Special Buildings, v. 17, n. 1 (March 2008).

    https://doi.org/10.1002/tal.321

  26. Ribakov, Y. / Dancygier, A. N. (2006): High-efficiency amplifiers for viscous damped structures subjected to strong earthquakes. In: The Structural Design of Tall and Special Buildings, v. 15, n. 2 ( 2006).

    https://doi.org/10.1002/tal.292

  27. Iskhakov, I. / Ribakov, Y. (2005): Experimental and numerical investigation of a full-scale multistorey RC building under dynamic loading. In: The Structural Design of Tall and Special Buildings, v. 14, n. 4 ( 2005).

    https://doi.org/10.1002/tal.267

  28. Ribakov, Y. / Gluck, J. (2002): Selective combined control stiffness and magnetorheological damping system in nonlinear multistorey structures. In: The Structural Design of Tall Buildings, v. 11, n. 3 ( 2002).

    https://doi.org/10.1002/tal.191

  29. Ribakov, Y. / Dancygier, A. N. (2003): Optimal control of MDOF structures with controlled stiffness dampers. In: The Structural Design of Tall and Special Buildings, v. 12, n. 5 ( 2003).

    https://doi.org/10.1002/tal.225

  30. Agranovich, G. / Ribakov, Y. / Blostotsky, B. (2004): A numerical method for choice of weighting matrices in active controlled structures. In: The Structural Design of Tall and Special Buildings, v. 13, n. 1 ( 2004).

    https://doi.org/10.1002/tal.233

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