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Vertical response spectra for an impact on ground surface

  • Constantopoulos, Ioannis V. (Department of Building, Architecture, and Town Planning, Ecole Polytechnique, Universite Libre de Bruxelles) ;
  • Van Wessem, Yukiko (Tractebel) ;
  • Verbrugge, Jean-Claude (Department of Building, Architecture, and Town Planning, Ecole Polytechnique, Universite Libre de Bruxelles)
  • 투고 : 2011.10.14
  • 심사 : 2012.04.10
  • 발행 : 2012.06.25

초록

An impact on the ground surface may represent several phenomena, such as a crash of an airplane or an explosion or the passage of a train. In order to analyze and design structures and equipment to resist such a type of shocks, the response spectra for an impact on the ground must be given. We investigated the half-space motions due to impact using the finite element method. We performed extensive parametric analyses to define a suitable finite element model and arrive at displacement time histories and response spectra at varying distances from the impact point. The principal scope of our study has been to derive response spectra which: (a) provide insight and illustrate in detail the half-space response to an impact load, (b) can be readily used for the analysis of structures resting on a ground subjected to an impact and (c) are a new family of results for the impact problem and can serve as reference for future research.

키워드

참고문헌

  1. Buckingham, E. (1914), "On physically similar systems; illustrations of the use of dimensional equations", Phys.Rev., 4(4), 345-376. https://doi.org/10.1103/PhysRev.4.345
  2. Constantopoulos, I.V., Gryspeert, B.J. and Attalla, I. (1981), "Response of buried structures to aircraft impact", Transactions of the 6 International Conference on Structural Mechanics in Reactor Technology, J(b), Paris.
  3. Constantopoulos, I.V. and E., Sotiropoulos (1988), "Impact waves in the ground and structure response (in Greek)", Proceedings, First Hellenic Conference on Geotechnical Engineering, February 3-5, Athens.
  4. Drittler, K. and Gruner, P. (1976), "The force resulting from impact of fast-flying military aircraft upon a rigid wall", Nucl. Eng. Des., 37(2), 245-248. https://doi.org/10.1016/0029-5493(76)90019-4
  5. Gakenheimer, D.C. and Miklowitz, J. (1969), "Transient excitation of an elastic half-space by a point load traveling on the surface", ASME J. Appl. Mech., 36.
  6. Gakenheimer, D.C. (1970), "Numerical results for Lamb's point load problem", ASME J. Appl. Mech., 37.
  7. Georgiadis, H.G., Vamvatsikos, D. and Vardoulakis, I. (1999), "Numerical implementation of the integraltransform solution to Lamb's point-load problem", Comput. Mech., 24(2), 90-99. https://doi.org/10.1007/s004660050441
  8. Johnson, L.R. (1974), "Green's function for lamb's problem", Geophys. J. Roy. Astron. Soc., 37(1), 99-131. https://doi.org/10.1111/j.1365-246X.1974.tb02446.x
  9. Mahmoud, S. and Jankowski, R. (2010), "Pounding-involved response of isolated and non-isolated buildings under earthquake excitation", Earthq. Struct., 1(3), 231-252. https://doi.org/10.12989/eas.2010.1.3.231
  10. Mooney, H.M. (1974), "Some numerical solutions for lamb's problems", BSSA, 64(2), 473-491.
  11. Pekeris, C.L. (1955), "The seismic surface pulse", Proceedingss National Academy of Sciences, 41, University of Chicago Press.
  12. Polycarpou, P.C. and Komodromos, P. (2011), "Numerical investigation of potential mitigation measures for poundings of seismically isolated buildings", Earthq. Struct., 2(1), 1-24. https://doi.org/10.12989/eas.2011.2.1.001
  13. vanWessem, Y. (2008), Spectres de reponse pour un impact sur la surface du sol, MFE, ULB, Brussels.
  14. Wolf, J.P., Bucher, K.M. and Skrikerud, P.E. (1978), "Response of equipment to aircraft impact", Nucl. Eng. Des., 47(1), 169-193. https://doi.org/10.1016/0029-5493(78)90014-6

피인용 문헌

  1. Guided wave formation in coal mines and associated effects to buildings vol.60, pp.6, 2016, https://doi.org/10.12989/sem.2016.60.6.923