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Technical monitoring system for a new part of Gdańsk Deepwater Container Terminal

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Development strategy for the port of Gdańsk assumes that , up to 2027, it will become the main transport centre in the Baltic Sea region. To this end , for many years work has been carried out to facilitate access to the port both by sea and land. One of the elements of extension of the port is the building of another terminal of Deepwater Container Terminal , Gdańsk. In this task, geotechnical operations aimed at appropriate preparation of subgrade for storage of containers and operation of cranes, have been especially important. Effectiveness of the assumed design solution of land-side girder for gantry crane has been verified by means of a technical monitoring system. This paper presents main elements of design the land-side girder of a new quay of the container terminal in Gdańsk, together with its computational analysis, as well as the results collected during a few months of observation, which have revealed real work of monitored elements.
Słowa kluczowe
Rocznik
Tom
S 1
Strony
149--155
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
  • Gdańsk University of Technology Civil Engineering and Environment Faculty 11/12 Narutowicza St. 80 - 233 Gdańsk
  • Gdańsk University of Technology Civil Engineering and Environment Faculty 11/12 Narutowicza St. 80 - 233 Gdańsk
autor
  • Gdańsk University of Technology Civil Engineering and Environment Faculty 11/12 Narutowicza St. 80 - 233 Gdańsk
autor
  • Keller Polska Sp. z o.o. (Co. Ltd) Poland
Bibliografia
  • 1. Bernat, M., Janowski, A., Rzepa, S., Sobieraj, A., Szulwic, J.: Studies on the use of terrestrial laser scanning in the maintenance of buildings belonging to the cultural heritage. 14th Geoconference on Informatics, Geoinformatics and Remote Sensing, SGEM. ORG, Albena, Bulgaria, 2014, 3, pp. 307÷318.
  • 2. Boerez J., Hinderer J., Rivera L., Jones M. : Analysis and modeling of the effect of tides on the hydrostatic leveling system at CERN. Survey Review, Maney Publishing, 2012, 44 (327), pp.256÷264.
  • 3. Buca R., Mitrosz O. : Complex geotechnical engineering for Port of Gdansk development – gateway to Central-Eastern Europe. Proceedings of 13th Baltic Sea Geotechnical Conference. Lithuania, 22÷24 September 2016.
  • 4. Burzyński S., Chróścielewski J., Witkowski W.: Geometrically nonlinear FEM analysis of 6-parameter resultant shell theory based on 2-D Cosserat constitutive model. ZAMM-Zeitschrift fur Angewandte Mathematik und Mechanik, Vol. 96, No. 2 (2015), pp.191÷204
  • 5. Chróścielewski J., Sabik A., Sobczyk B., Witkowski W. : Nonlinear FEM 2D failure onset prediction of composite shells based on 6-parameter shell theory. Thin-Walled Structures 105, (2016), pp. 207÷219.
  • 6. Grelowska G., Kozaczka E., Kozaczka S. : Underwater noise generated by a small ship in the shallow sea. Archives of Acoustics. Vol. 38, (2013), No. 3 pp. 351÷356.
  • 7. Grelowska G., Kozaczka E.: Underwater Acoustic Imaging of the Sea. Archives of Acoustics.Vol. 39, (2014), No. 4, pp.439÷452.
  • 8. Janowski A., Nowak A., Przyborski M., Szulwic J. : Mobile indicators in GIS and GPS positioning accuracy in cities. 2nd International Conference on Rough Sets and Emerging Intelligent Systems Paradigms (RSEISP) held as part of Joint Rough Set Symposium (JRS), 2014, Springer International Publishing.
  • 9. Kaliński K.: The finite element method application to linear closed loop steady system vibration analysis. International Journal of Mechanical Sciences 39, 3 (1997), pp. 315÷330.
  • 10. Kaliński K. J., Galewski M. A.: Chatter vibration surveillance by the optimal-linear spindle speed control. Mechanical Systems and Signal Processing, Vol. 25, No. 1, January 2011, pp. 383÷399.
  • 11. Kaliński K. J., Mazur M.: Optimal control at energy performance index of the mobile robots following dynamically created trajectories. Mechatronics 37 (2016), pp. 79÷88.
  • 12. Kaminski W., Makowska K., Miśkiewicz M., Szulwic J., Wilde K. : System of monitoring of the Forest Opera in Sopot structure and roofing, 15th International Multidisciplinary Scientific GeoConference SGEM 2015, SGEM2015 Conference Proceedings, June 18-24, 2015, Book 2, Vol. 2, 2015, pp. 471÷482.
  • 13. Kozaczka E., Grelowska G., Kozaczka S.: Detection of Objects Buried in the Sea Bottom with the Use of Parametric Echosounder. Archives of Acoustics. -Vol. 38, (2013), No. 1, pp. 99÷104.
  • 14. Krupka J., Ryszewska R. : The building of a new quay in the area of Port of Gdańsk, to serve for extension of the Gdańsk Deepwater Container Terminal (in Polish), Inżynieria Morska I Geotechnika, No. 1/2016, pp. 38÷45
  • 15. Mariak A., Miśkiewicz M, Meronk B., Pyrzowski Ł. and Wilde K.: Reference FEM model for SHM system of cable-stayed bridge in Rzeszów. Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues – Kleiber et al. (Eds), Taylor & Francis Group, London, 2016, pp. 383÷387.
  • 16. Mikielewicz J., Mikielewicz D. : A simple model of circular hydraulic pump. International Journal of Heat and Mass Transfer, Vol. 52(1), 2008, pp.17÷21.
  • 17. Miśkiewicz M. : Nonlinear FEM analysis and monitoring the tie-rod structures (in Polish). Wydawnictwo Politechniki Gdańskiej (Publishing House of Gdańsk University of Technology), 2016.
  • 18. Miśkiewicz M., Pyrzowski Ł., Chróścielewski J., Wilde K.: Structural Health Monitoring of Composite Shell Footbridge for Its Design Validation. Proceedings of 2016 Baltic Geodetic Congress (Geomatics), ed. Juan E. Guerrero Los Alamitos: IEEE Computer Society Order Number E5972, 2016, pp. 228÷233.
  • 19. Rucka M., Wilde K.: Experimental study on ultrasonic monitoring of splitting failure in reinforced concrete. Journal of Nondestructive Evaluation. Vol. 32, (2013), No. 4, pp. 372÷383.
  • 20. Szłapczyński R.: Evolutionary Sets Of Safe Ship Trajectories: A New Approach To Collision Avoidance. Journal of Navigation. Vol. 64, (2011), No. 1, pp.169÷181.
  • 21. Wilde, K., Meronk B., Groth M., Miśkiewicz, M.: Structure monitoring by means of hydrostatic levelling (in Polish). 27th Scientific Technical Conference on Building failures, 2015, pp. 278÷284.
  • 22. Wilde, K., Miśkiewicz, M., Chróścielewski, J.: SHM System of the Roof Structure of Sports Arena „Olivia”. Structural Health Monitoring 2013.. Vol. II/ ed. Fu-Kuo Chang, Alfredo Guemes Lancaster, Pennsylvania 17602 U. S. A.: DEStech Publications, Inc., 2013, pp. 1745÷1752,.
  • 23. Wójcik M., Härtl J., Ooi J.Y., Rotter J.M., Ding S., Enstad G.G.: Experimental investigation of flow pattern and wall pressure distribution in a silo with double-cone insert. Particle&Particle System Characterization 24, 4-5, 2007, pp. 296÷303
  • 24. Ziolkowski P., Nagrodzka-Godycka K., Janowski A. and Szulwic J.: Remote sensing and photogrammetry techniques in diagnostics of concrete structures. Computers and Concrete, Vol. 18, No. 3, 2016, pp. 405÷420.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5a2868c5-08a2-4400-8b8a-9591709cdb11
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