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| 1 | Active control of MDOF structures with supplemental electrorheological fluid dampers显示文摘 | Ribakov Y Gluck J | 1999 | Earthquake Engineering and Structural Dynamics1999，28，： | 2 |
| 2 | Recent trends in steel fibered high- strength concrete 显示文摘 | Shah A A Ribakov Y | 2011 | Materials & Design2011，32，8： | 1 |
| 3 | From high strength and high performance concrete to high performance RC bending elements显示文摘 | Iskhakov I Ribakov Y | 2008 | High Performance Structures and Materials2008，，： | 1 |
| 4 | Effect of steel fibres on mechanical properties of high-strength concrete显示文摘 | Holschemacher K Mueller T Ribakov Y | 2010 | Materials and Design2010，31，： | 1 |
| 5 | Seismic isolation columns for earthquake-resistant structures 显示文摘 | Briman V Ribakov Y | 2007 | Structural Design of Tall and Special Buildings2007，17，1： | 1 |
| 6 | A design method for two-layer beams consisting of normal and fibered high strength concrete 显示文摘 | Iskhakov I Ribakov Y | 2007 | Materials & Design2007，28，5： | 1 |
| 7 | Non-destructive measurements of crack assessment and defect detection in concrete structures显示文摘 | Shah A A Ribakov Y | 2008 | Materials ~ : Design2008，29，1： | 1 |
| 8 | Selective controlled bade isolation system with magnetorheolonical dampers 显示文摘 | RIBAKOV Y GLUCK J | 2002 | Earthquake Engineering and Structural Dynamics2002，31，6： | 1 |
| 9 | Nondestructive evaluation of damaged concrete using nonlinear ultrasonics显示文摘 | SHAH A A RIBAKOV Y HIROSE S | 2009 | Materials & Design2009，30，3： | 1 |
| 10 | Active control of MDOF structures with supplemental electrorheological fluid dampers显示文摘 | RIBAKOV Y GLUCK J | 1999 | Earthquake Engineering and Structural Dynamics1999，28，2： | 1 |
| 11 | Adaptation of real earthquake records for their reproduction by a shaking table with limited stroke显示文摘Shaking tables with moving platforms are widely used in laboratory testing of structural models and full-sized devices. In most cases, the platform's movement should reproduce real ground acceleration records. However, the stroke of the platform, required for reproduction of real records, is usually rather large. This limitation does not allow an accurate realization of the ground motion by the shaking table. Commonly, in order to overcome this problem, original records are modified, which causes a significant change in the acceleration records' spectra. That is why structural responses to the original and to the modified records are different. A new method for modification of original acceleration records is proposed, in which the original record is corrected by an additional artificial one that changes the shaking platform's displacement. The corrected record is obtained as a sequence of impulses. The magnitude and duration of each impulse, as well as their location on the time scale, are obtained by an optimization procedure. The optimization is implemented according to a performance index, aimed to minimize the influence of the correcting acceleration record on the spectrum of the original one. The proposed method has higher reproduction accuracy, compared to other known methods. Its effectiveness is demonstrated by comparison of response spectra and dynamic behaviors of three multi-story structures subjected to natural and modified seismic excitations. | B Blostotsky Y Ribakov G Agranovich | 2010 | Earthquake Engineering and Engineering Vibration2010，9，4： | 1 |
| 12 | Selective controlled bade isolation system with magnetorheolonical dampers 显示文摘 | Ribakov Y GIuck J | 2002 | Earthquake Engineering and Structural Dynamics2002，31，6： | 1 |
| 13 | Non-linear ultrasonic evaluationof damaged concrete based on higher order harmonicgeneration显示文摘 | SHAH A A RIBAKOV Y | 2009 | Materials & Design2009，30，10： | 1 |
| 14 | A design method for two-layer beams consisting of normal and fibered highstrength concrete显示文摘 | ISKHAKOV I RIBAKOV Y | 2007 | Materials and Design2007，28，5： | 1 |
| 15 | Non-destructive Evaluation of Concrete in Damaged and Undamaged States显示文摘 | Shah A A Ribakov Y | 2009 | Materials and Design2009，30，： | 1 |
| 16 | Ultimate limit state of pre- stressed reinforced concrete elements 显示文摘 | Iskhakov I Ribakov Y | 2015 | Materials and Design2015，75，15： | 1 |
| 17 | Effect of steel fi- bres on mechanical properties of high-strength concrete 显示文摘 | Ho|schemacher K Mueller T Ribakov Y | 2010 | Mater Des2010，31，32： | 1 |
| 18 | Active control of MDOF structures with supplemental electrorheological fluid dampers显示文摘 | Ribakov Y Gluck J | 1999 | Earthquake Engineering and Structural Dynamics1999，28，2： | 1 |
| 19 | Recent trends in steel fibered high-strength concrete显示文摘 | Shah A A Ribakov Y | 2011 | Materials & Design2011，32，8： | 1 |
| 20 | Active Viscous Damping System for Control of MDOF Structures 显示文摘 | Ribakov Y Gluck J Reinhorn A M | 1999 | Earthquake Engineering and Structural Dynamics1999，28，2： | 1 |
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