Dr. Robert  Jankowski

Dr. Robert Jankowski

Professor
Gdansk University of Technology, Poland


Highest Degree
Ph.D. in Civil Engineering from University of Tokyo, Japan

Share this Profile

Area of Interest:

Engineering
100%
Earthquake Engineering
62%
Structural Dynamics
90%
Civil Engineering
75%
Structural Damage Diagnosis
55%

Selected Publications

  1. Mahmoud, S. and R. Jankowski, 2011. Modified linear viscoelastic model of earthquake-induced structural pounding. Iran. J. Sci. Technol. Trans. B: Engin., 35: 51-62.
  2. Mahmoud, S. and R. Jankowski, 2011. Linear viscoelastic modelling of damage-involved structural pounding during earthquakes. Key Engin. Mat., 452-453: 357-360.
    CrossRef  |  Direct Link  |  
  3. Mahmoud, S. and R. Jankowski, 2010. Pounding-involved response of isolated and non-isolated buildings under earthquake excitation. Earthquakes Struct., 1: 231-252.
  4. Jankowski, T. and R. Jankowski, 2010. Multiple solutions of boundary-value problems for fourth-order differential equations with deviating arguments. J. Optimizat. Theory Applic., 146: 105-115.
    CrossRef  |  Direct Link  |  
  5. Jankowski, T. and R. Jankowski, 2010. Boundary value problems with advanced arguments involving upper and lower solutions in reverse order. Dynamic Syst. Applic., 19: 577-584.
  6. Jankowski, R., 2010. Shaking table experimental study on diagnosis of damage and its evaluation in steel structure Key Engin. Mat. 417-418: 157-160.
  7. Jankowski, R., 2010. Experimental study on earthquake-induced pounding between structural elements made of different building materials. Earthquake Eng. Struct. Dyn., 39: 343-354.
    CrossRef  |  
  8. Mahmoud, S. and R. Jankowski, 2009. Elastic and inelastic multi-storey buildings under earthquake excitation with the effect of pounding. J. Applied Sci., 9: 3250-3262.
    CrossRef  |  Direct Link  |  
  9. Jankowski, R., 2009. Non-linear FEM analysis of earthquake-induced pounding between the main building and the stairway tower of the Olive view hospital. Eng. Struct., 31: 1851-1864.
    CrossRef  |  Direct Link  |  
  10. Mahmoud, S., X. Chen and R. Jankowski, 2008. Structural pounding models with Hertz spring and nonlinear damper. J. Applied Sci., 8: 1850-1858.
    CrossRef  |  Direct Link  |  
  11. Jankowski, R., 2008. Numerical simulation of threshold-crossing problem for random fields of environmental contamination. Proc. Int. Conf. Comput. Sci., 5102: 614-621.
    CrossRef  |  
  12. Jankowski, R., 2008. Earthquake-induced pounding between equal height buildings with substantially different dynamic properties. Eng. Struct., 30: 2818-2829.
    Direct Link  |  
  13. Jankowski, R., 2007. Theoretical and experimental assessment of parameters for the non-linear viscoelastic model of structural pounding. J. Theoretical Applied Mechanics, 45: 931-942.
    Direct Link  |  
  14. Jankowski, R., 2007. Assessment of damage due to earthquake-induced pounding between the main building and the stairway tower. Key Engin. Mat., 347: 339-344.
  15. Jankowski, T. and R. Jankowski, 2006. On integro-differential equations with delayed arguments. Dynamics of continuous. Discrete Impulsive Syst., 13: 101-115.
  16. Jankowski, R., 2006. Numerical simulations of space-time conditional random fields of ground motions. Comput. Sci., 3993: 56-59.
    CrossRef  |  
  17. Jankowski, R., 2006. Pounding force response spectrum under earthquake excitation. Eng. Struct., 28: 1149-1161.
    Direct Link  |  
  18. Jankowski, R., 2006. Analytical expression between the impact damping ratio and the coefficient of restitution in the nonlinear viscoelastic model of structural pounding. Earthq. Eng. Struct. Dyn., 35: 517-524.
    Direct Link  |  
  19. Jankowski, R. and H. Walukiewicz, 2006. Conditional simulation of spatiotemporal random fields of environmental contamination. TASK Quarterly, 10: 21-26.
  20. Jankowski, R., 2005. Nonlinear viscoelastic modelling of earthquake-induced structural pounding. Earthq. Eng. Struct. Dyn., 34: 595-611.
    Direct Link  |  
  21. Jankowski, R., 2005. Impact force spectrum for damage assessment of earthquake-induced structural pounding. Key Eng. Mater., 293-294: 711-718.
    Direct Link  |  
  22. Jankowski, R., M. Kujawa and C. Szymczak, 2004. Reduction of steel chimney vibrations with a pendulum damper. TASK Quarterly, 8: 71-78.
  23. Jankowski, R., 2003. Nonlinear rate dependent model of high damping rubber bearing. Bull. Earthquake Eng., 1: 397-403.
    CrossRef  |  Direct Link  |  
  24. Jankowski, R., K. Wilde and Y. Fujino, 2000. Reduction of pounding effects in elevated bridges during earthquakes. Earthquake Engin. Structural Dynamics, 29: 195-212.
    CrossRef  |  Direct Link  |  
  25. Jankowski, R. and K. Wilde, 2000. A simple method of conditional random field simulation of ground motions for long structures. Engin. Structures, 22: 552-561.
    CrossRef  |  Direct Link  |  
  26. Jankowski, R., K. Wilde and Y. Fujino, 1998. Pounding of superstructure segments in isolated elevated bridge during earthquakes. Earthquake Engin. Structural Dynamics, 27: 487-502.
    CrossRef  |  Direct Link  |  
  27. Jankowski, R. and H. Walukiewicz, 1997. Modeling of two-dimensional random fields. Probab. Eng. Mech., 12: 115-121.
    CrossRef  |  Direct Link  |