Abstract
A new empirical model is developed in this study for including the amplification effects due to pulse-like ground motions. Differing from previous studies that suggested amplification models for spectral acceleration, the proposed model is employed on Fourier amplitude spectra (FAS). By extracting the large pulse from the original signal by wavelet transform, residual ground motion is achieved. Then, the ratio of FAS obtained from original motions to the FAS of residual motions is used to model the amplification effect of pulse. The new model is a narrow band five segment model against \({T}_{P}^{*}\) -normalized period where \({T}_{P}^{*}\) is a new characteristic period named threshold pulse period. According to the results, higher level of amplification belongs to the range of \(0.3\hspace{0.17em}\le \hspace{0.17em}T/{T}_{P}^{*}\le 0.5\) that is about 2.71. Results also showed that non-directivity-included ground motion prediction equation which was calibrated by multiplying the proposed model could improve estimates the FAS of original pulse-like motions.
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References
Atkinson GM, Mereu RF (1992) The shape of ground motion attenuation curves in Southeastern Canada. Bull Seismol Soc Am 82(5):2014–2031
Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bull Seismol Soc Am 97(5):1486–1501
Bora SS, Scherbaum F, Kuehn N, Stafford P (2014) Fourier spectral- and duration models for the generation of response spectra adjust- able to different source-, propagation-, and site conditions. Bull Earthq Eng 12:467–493
Chang Z, Sun X, Zhao ZC, Xie JX, L (2018) An empirical approach of accounting for the amplification effects induced by near-fault directivity. Bull Earthq Eng 16:1871–1885
Chioccarelli E, Iervolino I (2010) Near-source seismic demand and pulse-like records: A discussion for L’Aquila earthquake. Earthq Eng Struct Dyn. 39;1039–1062. https://doi.org/10.1002/eqe.987
Dimitrakopoulos E (2011) Seismic response analysis of skew bridges with pounding deck–abutment joints. Eng Struct 33(3):813–826
Ejiri J, Goto Y, Toki K (2000) Peak ground motion characteristics of Kobe earthquake and extracted simple evaluation method. In Proceeding of 12th World Conference on Earthquake Engineering (12WCEE), New Zealand
Elia G, Rouainia M (2013) Seismic performance of Earth Embankment using simple and Advanced Numerical approaches. J Geotech GeoEnviron Eng 139(7):1115–1129
Ghorbanzadeh M, Khoshnoudian F (2020) The effect of strong column-weak beam ratio on the collapse behaviour of reinforced concrete moment frames subjected to near-field earthquakes. J Earthq Eng. 26(6):1–24
Gunes N (2022) Effects of near-fault pulse-like ground motions on seismically isolated buildings. J Building Eng 52:104508
Homaei F, Mashhadi S (2021) The effect of pulse-like ground motion on the performance-based confidence level of setback special steel moment-resisting frames. J Build Eng. 44:103327
Hwang R, Yu G, Wang J (2001) Rupture directivity and source-process time of the September 20, 1999 Chi-Chi, Taiwan, earthquake estimated from Rayleigh-wave phase velocity. Earthq Planets Space. 53;1171–1176
Ji K, Ren Y, Wen R, Kuo C (2019) Near-field velocity pulse-like ground motions on February 6, 2018 MW6.4. Hualien, Taiwan earthquake and structural damage implications. Soil Dyn Earthq Eng 126:105784
Karavasilis T, Seo C, Makris N (2011) Dimensional response analysis of bilinear systems subjected to non-pulselike earthquake ground motions. J Struct Eng (ASCE) 137(5):600–606
Konno K, Ohmachi T (1998) Ground-Motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremor. Bullet Seismol Soc Am. 88(1):228–241
Krawinkler H, Medina R, Alavi B (2003) Seismic drift and ductility demands and their dependence on ground motions. Eng Struct 25(5):637–653
Kumar M, Castro J, Stafford P, Elghazouli A (2011) Influence of the mean period of ground motion on the inelastic dynamic response of single and multi-degree of freedom systems. Earthq Eng Struct Dynamics 40(3):237–256
Lee H, Park H, Kim B (2020) Differences between main shock and aftershock ground motions derived from the Japanese KiK-net database. Soil Dyn Earthq Eng 138:106325
Rathje EM, Kottke AR, Ozbey MC (2005) Using Inverse Random Vibration Theory to Develop Input Fourier Amplitude Spectra for Use in Site Response, 16th International Conference on Soil Mechanics and Geotechnical Engineering: TC4 Earthquake Geotechnical Engineering Satellite Conference, Osaka, Japan, pp. 160–166
Rowshandel B (2010) Directivity correction for the next generation attenuation (NGA) relations. Earthq Spectra 26(2):525–559
Roy R, Ghosh D, Bhattacharya G (2016) Influence of strong motion characteristics on permanent displacement of slopes. Landslides 13(2):279–292
Sehhati R, Rodriguez-Marek A, ElGawady M, Cofer WF (2011) Effects of near-fault ground motions and equivalent pulses on multi-story structures. Eng Struct 33(3):767–779
Shahi SK, Baker JW (2011) An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis. Bull Seismol Soc Am 101(2):742–755
Shin M, Ki B (2017) Effects of frequency contents of aftershock ground motions on reinforced concrete (RC) bridge columns. Soil Dyn Earthq Eng 97:48–59
Sigurðsson GO, Rupakhety RR, Rahimi SE, Olsafson S (2020) Effect of pulse-like near-fault ground motions on utility-scale land-based wind turbines Bull. Earthq. Eng 18:953–968
Somerville PG (2003) Magnitude scaling of the near fault rupture directivity pulse. Phys Earth Planet Inter 137:201–212
Somerville PG (2005) Engineering characterization of near fault ground motion. In: 2005 New Zealand Society for Earthquake Engineering conference, Taupo, New Zealand
Somerville PGNF, Smith RWG, Abrahamson NA (1997) Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity. Seismol Res Lett. 68:199–222
Spudich P, Chiou B (2008) Directivity in NGA earthquake ground motions: analysis using isochrone theory. Earthq Spectra 24(1):279–298
Stafford PJ, Berill J, Pettinga J (2006) New empirical equations for the Fourier amplitude spectrum of acceleration and Arias intensity in New Zealand. In: Proceedings of First European conference on earthquake engineering and seismology
Tothong P, Cornell CA (2008) Structural performance assessment under near source pulse-like ground motions using advanced ground motion intensity measures. Earthq Eng Struct Dyn. 37(7):1013–1037 https://doi.org/10.1002/eqe.792
Tsiavos A, Vassiliou MF, Mackie KR, Stojadinovic B (2013) August,. Comparison of the inelastic response of base-isolated structures to near-fault and far-fault ground motions. In: VEESD 2013, Vienna congress on recent advances in earthquake engineering and structural dynamics & D-A-CH Tagung; pp. 28–30. Vienna, Austria
Yaghmaei-Sabegh S (2021) Evaluation of pulse effect on frequency content of ground motions and definition of a new characteristic period. Earthq Struct 20(4):457–471
Yaghmaei-Sabegh S, Jafari-Koucheh E, Ebrahimi-Aghabagher M (2020) Estimating the seismic response of nonlinear structures equipped with nonlinear viscous damper subjected to pulse-like ground records. Structures 28:1915–1923
Yaghmaei-Sabegh S, Tsang HH (2011) An updated study on near-fault ground motions of the 1978 Tabas, Iran earthquake (Mw=7.4). Scient Iran. 18(4):895–905. https://doi.org/10.1016/j.scient.2011.07.018
Yang F, Wang G, Ding Y (2020) Sensitivity analysis of Reinforced concrete frame structures under Near-Fault Pulse-Like Ground motions using a Broadband Simulation Method. J Earthq Eng Published Online. https://doi.org/10.1080/13632469.2018.1495134
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Saman Yaghmaei-Sabegh contributed to methodology, software, data curation, formal analysis and resources.
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A New relationship have been proposed to to incorporate pulse-like motions effect into the FAS prediction models.
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Yaghmaei-Sabegh, S. A new model to incorporate pulse-like motions effect into the FAS prediction models. Nat Hazards (2024). https://doi.org/10.1007/s11069-024-06667-1
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DOI: https://doi.org/10.1007/s11069-024-06667-1