SCI I

  1. Jaroszewicz L.R, Kurzych A., Krajewski Z., Marć P., Kowalski J.K., Bobra P., Zembaty Z., Sakowicz B., Jankowski R., Review of the Usefulness of Various Rotational Seismometers with Laboratory results of Fibre-Optic Ones Tested for Engineering Applications, Sensors 2016, 16, 2161; doi:10.3390/s16122161, pp. 1-22, 1424-8220
  2. Zembaty Z., Mutke G., Nawrocki D., Bobra P., Rotational Ground-motion records from induced seismic events, Seismological Research Letters Volume 88, Published Online 7 December 2016, pp. 1-10, doi: 10.1785/0220160131, 0895-0695
  3. Z. Zembaty, S.Kokot, F.Bozzoni, L.Scandella, C.G.Lai, J.Kuś, P.Bobra, A system to mitigate deep mine tremor effects in the design of civil infrastructure, International Journal of Rock Mechanics & Mining Sciences 74 (2015) 81–90, DOI: http://dx.doi.org/10.1016/j.ijrmms.2015.01.004.
  4. Breuer P., Chmielewski T., Górski P., Konopka E., Tarczyński L., Monitoring horizontal displacements in a vertical profile of a tall industrial chimney using Global Positioning System technology for detecting dynamic characteristics, Structural Control and Health Monitoring, 22 (2015) 1002-1023, ISSN (online): 1545-2263, ISSN: 1545-2255, DOI: 10.1002/stc.1730.
  5.  Kuś J., Lateral-torsional buckling steel beams with simultaneously tapered flanges and web, Steel Composite Structures An International Journal, vol.19, No.4, ISSN: 1229-9367, ISSN (Online): 1598-6233, DOI: http://dx.doi.org/10.12989/scs.2015.19.4.897 October 2015, pp.897-916.
  6. GÓRSKI P., Investigation of dynamic characteristics of tall industrial chimney basedon GPS measurements using Random Decrement Method, Engineering Structures vol. 83 (2015), ISSN 0141-0296, s.30-49, http://dx.doi.org/10.1016/j.engstruct.2014.11.006
  7. ZEMBATY Z., KOKOT S. and BOBRA P., Application of rotation rate sensors in an experiment of stiffness ‚reconstruction’, Smart Materials & Structures, vol.22 No. 7, July 2013, 077001 (5pp), doi:10.1088/0964-1726/22/7/077001
  8. CHMIELEWSKI T., NOWAK H., WALKOWIAK K., Tornado in Poland of August 15, 2008: Results of post-disaster investigation, Journal of Wind Engineering and Industrial Aerodynamics, 118(2013), pp. 54-60.
  9. IGEL H., BROKESOVA J., EVANS J. AND ZEMBATY Z., Preface to special issue on „Advances in rotational seismology: instrumentation, theory, observations and engineering”, Journal of Seismology, vol.16 No. 4, pp. 1483–1485, October 2012, pp. 571-572, doi: 10.1007/s10950-012-9307-6.
  10. RÓŻYCKI, B. and ZEMBATY Z., On eigenvalue problem of bar structures with stochastic spatial stiffness variations, Structural Engineering and Mechanics, TECHNOPRESS, vol.39, no.4, 2011, pp.541-558.
  11. ZEMBATY Z., How to model rockburst seismic loads for civil engineering purposes?, Bulletin of Earthquake Engineering, SPRINGER, , vol.9, no.5, October 2011, pp.1403-1416, DOI 10.1007/s10518-011-9269-z
  12. ZEMBATY Z., Tutorial on Surface Rotations from the Wave Passage Effects — Stochastic Approach, Bulletin of the Seismological Society of America, vol. 99, No. 2B, pp. 1040–1049, May 2009, doi: 10.1785/0120080102
  13. ZEMBATY Z., Rotational Seismic Load Definition in Eurocode 8, Part 6 for Slender Tower-shaped Structures, Bulletin of the Seismological Society of America, vol.99 No. 2B, pp. 1483–1485, May 2009, doi: 10.1785/0120080252
  14. KOKOT S. and ZEMBATY Z., Vibration based stiffness reconstruction of beams and frames by observing their rotations under harmonic excitations – a numerical analysis, Engineering Structures, ELSEVIER, vol.31, no.7, July 2009, pp.1581-1588, doi:10.1016/j.engstruct.2009.02.032
  15. KOKOT S., ZEMBATY Z., Damage reconstruction of 3d frames using genetic algorithms with Levenberg-Marquardt local search, Soil Dynamics & Earthquake Engineering, ELSEVIER, vol.29, no 2. February 2009, pp.311-323
  16. Górski P., Some aspects of the dynamic cross-wind response of tall industrial chimney, Wind and Structures, vol. 12, no. 3 (2009), pp. 259-279,
  17. CHMIELEWSKI T., BREUER P., GÓRSKI P., KONOPKA E., Monitoring of tall slender structures by GPS measurements, Wind and Structures, vol. 12, no. 5 (2009), pp. 401-412
  18. BREUER P., CHMIELEWSKI T., GÓRSKI P., KONOPKA E., TARCZYŃSKI L., The Stuttgart TV Tower – displacement of the top caused by the effects of Sun and wind, Engineering Structures, ELSEVIER, 30 (2008), 2771-2781.
  19. GÓRSKI P., CHMIELEWSKI T., A comparative study of long and cross-wind responses of tall chimney with and without flexibility of soil, Wind and Structures, ELSEVIER, Vol. 11, No.2 (2008), 121-135.
  20. ZEMBATY Z., Non-stationary random vibrations of a shear beam under high frequency seismic effects, Soil Dynamics & Earthquake Engineering, ELSEVIER, vol.27, no.11, November 2007, pp.1000-1011
  21. ZEMBATY Z., KOWALSKI M., POSPISIL S., Dynamic identification of a reinforced concrete frame in progressive states of damage, Engineering Structures, ELSEVIER, vol.28, no.5, 2006, pp.668-681.
  22. ZEMBATY Z. and KOWALSKI M., Modal analysis of a reinforced concrete frame in various states of damage, Key Engineering Materials, Trans Tech Publications Ltd, vol.294, 2005, pp.735-742.
  23. CHMIELEWSKI T., GÓRSKI P., BEIROW B., KRETZSCHMAR J.: Theoretical and experimental free vibrations of tall industrial chimney with flexibility of soil, Engineering Structures, 27 (2005) 25-34, January 2005.
  24. ZEMBATY Z., Rockburst induced ground motion – a comparative study, Soil Dynamics & Earthquake Engineering, ELSEVIER, vol.24, no.1, January 2004, pp. 11-23.
  25. ZEMBATY Z. and RUTENBERG A., Spatial response spectra & site amplification effects, Engineering Structures, ELSEVIER, vol.24, no.11, November 2002, pp.1485-1496.
  26. JUHASOVA E., HURAK M. ZEMBATY Z., Assessment of seismic resistance of masonry structures including boundary conditions, Soil Dynamics & Earthquake Engineering, ELSEVIER, vol.22, 2002, pp.1193-1197.
  27. BREUER P., CHMIELEWSKI T., GÓRSKI P., KONOPKA E., Application of the GPS technology to measurements of displacements of high-rise structures due to weak winds, Journal of Wind Engineering and Industrial Aerodynamics, ELSEVIER, 90 (2002), s. 223-230.
  28. SADECKA L., A finite/infinite element analysis of thick plate on a layered foundation, Computers & Structures, ELSEVIER, vol.76, 2000, pp. 603-610.
  29. ZEMBATY Z. and RUTENBERG A., On the sensitivity of bridge seismic response with local soil amplification, Earthquake Engineering & Structural Dynamics, Wiley vol.27, 1998, pp.1095-1099.
  30. ZEMBATY Z., Vibrations of bridge structure under kinematic wave excitations, Journal of Structural Engineering, Proceedings of the American Society of Civil Engineeris, vol.123, 1997, 479-488.
  31. ZEMBATY Z., Spatial seismic coefficients, some sensitivity results, Journal of Engineering Mechanics, Proceedings of the American Society of Civil Engineers, vol.122, 1996, 379-382.
  32. CASTELLANI A. and ZEMBATY Z., Comparison Between Earthquake Rotation Spectra Obtained Through Different Experimental Sources, Engineering Structures, ELSEVIER vol.18, 1996, 597-603.
  33. ZEMBATY Z. and KRENK S., Spatial seismic excitations and response spectra, Journal of Engineering Mechanics, Proceedings of the American Society of Civil Engineeris, vol.119, 1993, 2449-2460 2449-2460 2449-2460 2449-2460 .
  34. CASTELLANI A. and ZEMBATY Z., Stochastic modeling of seismic surface rotations, Journal of Natural Hazards, ELSEVIER, vol.10, 1994, 181-191.
  35. ZEMBATY Z. ,CASTELLANI A. and BOFFI G., Spectral analysis of the rotational component of earthquake motion, Probabilistic Engineering Mechanics, ELSEVIER, vol.8, 1993, 5-14.
  36. ZEMBATY Z., A note on non-stationary stochastic response and strong motion duration, Earthquake Engineering & Structural Dynamics, Wileyvol.16, 1988, 1189-1200.
  37. CHMIELEWSKI T., KONOPKA E., Statistical Evaluations of Field Concrete Strenght, Magazine of Concrete Research, 1998, 50, No. 4, Dec., 1-8.
  38. ZEMBATY Z., On the reliability of tower-shaped structures under seismic excitations, Earthquake Engineering & Structural Dynamics, Wiley, vol.15, 1987, 761-775.