Open Access
Issue
Mechanics & Industry
Volume 24, 2023
Article Number 11
Number of page(s) 9
DOI https://doi.org/10.1051/meca/2023010
Published online 17 April 2023
  1. J.P. Moehle, Seismic analysis, design, and review for tall buildings, Struct. Des. Tall Spe Build. 15, 495–513 (2006) [Google Scholar]
  2. D.W. Ko, H.S. Lee, Shaking table tests on a high-rise RC building model having torsional eccentricity in soft lower storeys, Earthq. Eng. Struct. Dyn. 35, 1425–1451 (2006) [CrossRef] [Google Scholar]
  3. H.S. Lee, D.W. Ko, Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories, Eng. Struct. 29, 3149–3167 (2007) [CrossRef] [Google Scholar]
  4. A.M. Riyaz, C.A. Taylor, An experimental investigation into earthquake-induced failure of medium to low height concrete gravity dams, Earthq. Eng. Struct. Dyn. 24, 373–393 (1995) [CrossRef] [Google Scholar]
  5. R. Tinawi, P. Leger, M. Leclerc, G. Cipolla, Seismic safety of gravity dams: from shake table experiments to numerical analysis, J. Struct. Eng. 126, 518–529 (2000) [Google Scholar]
  6. D.G. Zou, B. Xu, X.J. Kong, Study of influence of different methods for calculating Rayleigh damping coefficient on high earth-rock dam seismic response, Rock Soil Mech. 32, 797–803 (2011) [Google Scholar]
  7. M.A. Hosam-Eddin, A.M. Abdel-Ghaffar, Seismic energy dissipation for cable-stayed bridges using passive devices, Earthq. Eng. Struct. Dyn. 23, 877–893 (1994) [CrossRef] [Google Scholar]
  8. K.R. Karim, F. Yamazaki, Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation, Earthq. Eng. Struct. Dyn. 30, 1839–1856 (2001) [CrossRef] [Google Scholar]
  9. B.B. Chen, Z.R. Feng, H.M. You, Seismic response analysis of long-span cable-stayed bridge with nonlinear viscous dampers under different periodic seismic waves, Civ. Eng. J. 27, 114–131 (2018) [Google Scholar]
  10. L.D. Jacobs, D.R. Reginald, T.L. Roberto, Seismic behavior of a Jumbo container crane including uplift, Earthq. Spectra 27, 745–773 (2011) [CrossRef] [Google Scholar]
  11. T. Kanayama, A. Kashiwazaki, Study on the dynamic behavior of container cranes under strong earthquakes. ASME PVP, Seismic Eng. 364, 276–284 (1998) [Google Scholar]
  12. S. Yamamoto, T. Sugano, T. Tanabe, The shaking table test of the interaction between the pier type wharf and the container crane during earthquakes. Trans. Jpn. Soc. Mech. Eng. 68, 3209–3216 (2002) [Google Scholar]
  13. T. Eto, Model experiment on dynamic interaction of a container crane and a pier in a large-scale earthquake, Kuren. 37, 20660–20665 (1999) [Google Scholar]
  14. M.L. Lou, X.G. Shao, Coefficient selection of damping matrix in explicit calculation of soil layer seismic response, J. Tongji. Univ. 41, 1126–1132 (2013) [Google Scholar]
  15. Z.Q. Song, C.H. Su, Computation of rayleigh damping coefficients for the seismic analysis of a hydro-powerhouse, Shock Vib. 2046345 (2017) [Google Scholar]
  16. A.K. Chopra, R.K. Goel, A modal pushover analysis procedure for estimating seismic demands for buildings, Earthq. Eng. Struct. Dyn. 31, 561–582 (2002) [CrossRef] [Google Scholar]
  17. Z.G. Xu, X.L. Du, C.S. Xu, C.Y. Zang, J.W. Jiang, Comparison of determination methods of site Rayleigh damping coefficients in seismic responses analysis of underground structures, Rock Soil Mech. 40, 4838–4847 (2019) [Google Scholar]
  18. N. Yoshida, S. Kobayashi, I. Suetomi, Equivalent linear method considering frequency dependent characteristics of stiffness and damping, Soil Dyn. Earthq Eng. 22, 205–222 (2002) [Google Scholar]
  19. Z. Li, C. Xu, S.Y. Wu, Calculating the Rayleigh damping coefficient under seismic dynamic simulation of a quayside container crane, Aust. J. Mech. Eng. 1–10 (2019) [Google Scholar]

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