Effects of Pulse-Like Ground Motions Parameters on Inter-Story Drift Spectra
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This article attempts to study the effect of various pulse-like ground motion parameters and local site conditions on the linear response of different multi-story buildings with special shear and flexural behavior. A total of 61 near-fault pulse-like ground motions are selected for this study. The effects of peak ground velocity (PGV), PGV/PGA, rupture distance, arias intensity, earthquake magnitude and local site conditions on maximum inter-story drift spectra (MIDS) and distribution of the inter-story drift ratio (IDR) along the height of the multi-story buildings are evaluated. The multi-story buildings are modeled using a combination of a shear and flexural beams with representative lateral stiffness ratios. It was observed that both the fundamental period of the structure and the lateral stiffness ratio can significantly change maximum inter-story drift demands in buildings subjected to pulse-like ground motions. The near-fault pulse-like ground motions are more dangerous for multi-story buildings with Flexural behavior than those with shear behavior. The effects of PGV and arias intensity (I) on maximum inter-story drift spectra is more obvious than other parameters.
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Westergaard HM (1933) Earthquake-shock transmission in tall buildings. Eng News Rec 111(22):654–656.
Iwan WD (1997), “Drift Spectrum: Measure of Demand for Earthquake Ground Motions,” Journal of Structural Engineering, 123(4): 397–404. 17(2): 221–234.
Chopra AK and Chintanapakdee C (2001), “Drift Spectrum vs. Modal Analysis of Structural Responseto Near-fault Ground Motion,” Earthquake Spectra.
Akkar S and Gülkan P (2002), “A Critical Near-field Accelerograms from the Sea of Marmara Region Earthquakes,” Bulletin of the Seismological Society of America, 92(1): 428–447.
Akkar S, Yazgan U and Gülkan P (2005), “Drift Estimates in Frame Buildings Subjected to Near-faultGround Motions,” Journal of Structural Engineering131(7): 1014–1024.
Khan FR, Sbarounis JA (1964) Interaction of shear walls and frames. J Struct Div ASCE 90(3):285–335.
Miranda E and Akkar S (2006), “Generalized Interstory Drift Spectrum,” Journal of Structural Engineering, 132(6): 840–852.
Khaloo AR,Khosravi H. Multi-mode response of shear and flexural buildings to pulse type ground motions in near-field earthquakes. Journal of Earthquake Engineering 2008;12(4):616–30.
Dixiong Yang, Jianwei pan, Gang Li (2010), "Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis" Soil Dynamic and Earthquake Engineering 30(2010)1182–1197.
SamanYaghmaei-sabegh,(2012) "Application of wavelet transforms on characterization of inelastic displacement ratio spectra for pulse-like ground motions" Journal of Earthquake Engineering.
Wei-Ping Wen, Chang-Hai Zhai, Shuang Li, Zhiwang Chang, Li-Li Xie (2014) "Constant damage inelastic displacement ratios for the near-faultpulse-like ground motions" Engineering Structures 59 (2014) 599–607.
Mojtaba Dyanati, Qindan Huang, David Roke "Seismic Demand Models and Performance Evaluation of Self-Centering and Conventional Concentrically Braced Frames", Engineering structures, Engineering Structures 84 (2015) 368–381.
Mollaioli, F. and Bosi, A. (2012), "Wavelet analysis for thecharacterization of forward-directivity pulse-like ground motions on energy basis", Meccanica, Vol. 47, No. 1, 203-219.
Zhu, T. J., Tso, W. K., and Heidebrecht, A. C.  “Effect of peak ground a/v ratio on structural damage,” Journal of Structural Engineering 114(5), 1019–1037.
Arias, A.  “A measure of earthquake intensity,” in Seismic Design for Nuclear Power Plants,ed. R. J. Hansen (MIT Press, Cambridge, Massachusetts), pp. 438–483.
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