Effect of negative phase of pulse loading on response of machine foundations vibrating under harmonic loads

References

• Adhikari, B., and B. N. Singh. 2019. Dynamic response of functionally graded plates resting on two-parameter-based elastic foundation model using a quasi-3D theory. Mechanics Based Design of Structures and Machines 47 (4):399–429. doi: 10.1080/15397734.2018.1555965.
   Web of Science ®Google Scholar
• Aşik, M. Z. 1999. Dynamic response analysis of the machine foundations on a homogeneous soil layer. Computers and Geotechnics 24:141–53.
   Web of Science ®Google Scholar
• Aune, V., G. Valsamos, F. Casadei, M. Larcher, M. Langseth, and T. Børvik. 2017. Numerical study on the structural response of blast-loaded thin aluminium and steel plates. International Journal of Impact Engineering 99:131–44. doi: 10.1016/j.ijimpeng.2016.08.010.
   Web of Science ®Google Scholar
• Bryant, L. M., J. M. Erekson, and K. W. Herrle. 2013. Are you positive about negative phase?. Proceedings of Structures Congress 2013, ASCE, May 2-4, 2013, Pittsburgh, Pennsylvania, US. doi: 10.1061/9780784412848.010.
   Google Scholar
• Caçoilo, A., R. Mourão, F. Teixeira-Dias, D. Lecompte, and D. Rush. 2021. Structural response of corrugated plates under blast loading: The influence of the pressure-time history. Structures 30:531–45. doi: 10.1016/j.istruc.2021.01.025.
   Web of Science ®Google Scholar
• Chehab, A. G., and M. H. El Naggar. 2004. Response of block foundations to impact loads. Journal of Sound and Vibration 276 (1–2):293–310. doi: 10.1016/j.jsv.2003.07.028.
   Web of Science ®Google Scholar
• Chen, S. S., and J. Y. Shi. 2006. Simplified model for vertical vibrations of surface foundations. Journal of Geotechnical and Geoenvironmental Engineering 132 (5):651–5. doi: 10.1061/(ASCE)1090-0241(2006)132:5(651).
   Web of Science ®Google Scholar
• Chen, S. S., K. H. Liao, and J. Y. Shi. 2016. A dimensionless parametric study for forced vibrations of foundation-soil system. Computers and Geotechnics 76:184–93. doi: 10.1016/j.compgeo.2016.03.012.
   Web of Science ®Google Scholar
• Dharani, L. R., and J. Wei. 2004. Dynamic response of laminated glass under blast loading: Effect of negative phase. In Structures under shock and impact VIII, ed. N. Jones, and C. A. Brebbia, 181–90. Southampton: WIT Press.
   Google Scholar
• El Hifnawy, L., and M. Novak. 1984. Response of hammer foundations to pulse loading. International Journal of Soil Dynamics and Earthquake Engineering 3 (3):124–32. doi: 10.1016/0261-7277(84)90042-1.
   Google Scholar
• El Naggar, M. H. 2000. Evaluation of performance of machine foundation under blast-induced excitation. In Structures under shock and impact VI, ed. N. Jones, and C. A. Brebbia, 47–56. UK: WIT Press.
   Google Scholar
• El Naggar, M. H. 2003. Performance evaluation of vibration-sensitive equipment foundations under ground-transmitted excitation. Canadian Geotechnical Journal 40 (3):598–615. doi: 10.1139/t03-014.
   Web of Science ®Google Scholar
• Gantes, C. J., and N. G. Pnevmatikos. 2004. Elastic-plastic response spectra for exponential blast loading. International Journal of Impact Engineering 30 (3):323–43. doi: 10.1016/S0734-743X(03)00077-0.
   Web of Science ®Google Scholar
• Gazetas, G. 1983. Analysis of machine foundation vibrations: State of the art. International Journal of Soil Dynamics and Earthquake Engineering 2 (1):2–42. doi: 10.1016/0261-7277(83)90025-6.
   Google Scholar
• Hadianfard, M. A., and M. Shekari. 2019. An equivalent single-degree-of-freedom system to estimate nonlinear response of semi-fixed flexural members under impact load. Iranian Journal of Science and Technology, Transactions of Civil Engineering 43 (S1):343–S355. doi: 10.1007/s40996-018-0169-1.
   Google Scholar
• Karlos, V., M. Larcher, and G. Solomos. 2015. Analysis of the blast wave decay coefficient in the Friedlander equation using the Kingery-Bulmash data. Technical Report JRC94784, Joint Research Centre, Ispra, Italy.
   Google Scholar
• Krauthammer, T., and A. Altenberg. 2000. Negative phase blast effects on glass panels. International Journal of Impact Engineering 24 (1):1–17. doi: 10.1016/S0734-743X(99)00043-3.
   Web of Science ®Google Scholar
• Li, B., H. – C. Rong, and T. – C. Pan. 2007. Drift-controlled design of reinforced concrete frame structures under distant blast conditions- part I: Theoretical basis. International Journal of Impact Engineering 34 (4):743–54. doi: 10.1016/j.ijimpeng.2006.01.010.
   Web of Science ®Google Scholar
• Maheshwari, P., and B. S. Naramsetti. 2019. Closed form solutions for response of machine foundations under accidental blast loads. Soil Dynamics and Earthquake Engineering 116:386–96. doi: 10.1016/j.soildyn.2018.10.016.
   Web of Science ®Google Scholar
• Mironowicz, W., and P. Śniady. 1987. Dynamics of machine foundations with random parameters. Journal of Sound and Vibration 112 (1):23–30. doi: 10.1016/S0022-460X(87)80090-1.
   Web of Science ®Google Scholar
• Nayfeh, A. H., and S. J. Serhan. 1989. Vertical vibration of machine foundation. Journal of Geotechnical Engineering 115 (1):56–74. doi: 10.1061/(ASCE)0733-9410(1989)115:1(56).
   Google Scholar
• Piyasena, R. R. C., D. P. Thambiratnam, T. H. T. Chan, and N. J. Perera. 2019. Comparative analysis of blast response of cable truss and cable net façades. Engineering Failure Analysis 104:740–57. doi: 10.1016/j.engfailanal.2019.06.056.
   Web of Science ®Google Scholar
• Rigby, S. E., A. Tyas, and T. Bennett. 2014a. Elastic-plastic response of plates subjected to cleared blast loads. International Journal of Impact Engineering 66:37–47. doi: 10.1016/j.ijimpeng.2013.12.006.
   Web of Science ®Google Scholar
• Rigby, S. E., A. Tyas, T. Bennett, S. D. Clarke, and S. D. Fay. 2014b. The negative phase of the blast load. International Journal of Protective Structures 5 (1):1–20. doi: 10.1260/2041-4196.5.1.1.
   Google Scholar
• Syed, Z. I., P. Mendis, and S. A. Rahman. 2016. Effect of large negative phase of blast loading on structural response of RC elements. MATEC Web of Conferences 47:02015. doi: 10.1051/matecconf/20164702015.
   Google Scholar
• Teich, M., and N. Gebbeken. 2010. The Influence of the under pressure phase on the dynamic response of structures subjected to blast loads. International Journal of Protective Structures 1 (2):219–34. doi: 10.1260/2041-4196.1.2.219.
   Google Scholar
• Uzun, B., Ö. Civalek, and M. Ö Yayli. 2020. Vibration of FG nano-sized beams embedded in Winkler elastic foundation and with various boundary conditions. Mechanics Based Design of Structures and Machines:1–20. [Online] doi: 10.1080/15397734.2020.1846560.
   Google Scholar
• Wei, J., and L. R. Dharani. 2006. Response of laminated architectural glazing subjected to blast loading. International Journal of Impact Engineering 32 (12):2032–47. doi: 10.1016/j.ijimpeng.2005.05.012.
   Web of Science ®Google Scholar
• Yang, M., and S. Ahmari. 2013. Investigation of effect of negative phase of blast loading on cable net curtain walls through the linearized stiffness matrix method. International Journal of Impact Engineering 61:36–47. doi: 10.1016/j.ijimpeng.2013.06.004.
   Web of Science ®Google Scholar
• Yuan, Y., L. Zhu, X. Bai, T. X. Yu, Y. Li, and P. J. Tan. 2019. Pressure-impulse diagrams for elastoplastic beams subjected to pulse-pressure loading. International Journal of Solids and Structures 160:148–57. doi: 10.1016/j.ijsolstr.2018.10.021.
   Web of Science ®Google Scholar