Response of inelastic SDOF systems subjected to dynamic rupture simulations involving directivity and fling step

[1]  Shinya Tanaka,et al.  What Is Fling Step? Its Theory, Simulation Method, and Applications to Strong Ground Motion near Surface Fault Ruptures , 2021, Bulletin of the Seismological Society of America.

[2]  L. Luzi,et al.  Analysis of Near-Source Ground Motion from the 2019 Ridgecrest Earthquake Sequence , 2020 .

[3]  Kong Lingfeng,et al.  The effect of duration of strong ground motion on the ductility demand of SDOF structure , 2019, IOP Conference Series: Earth and Environmental Science.

[4]  R. Puglia,et al.  NESS1: A Worldwide Collection of Strong‐Motion Data to Investigate Near‐Source Effects , 2018, Seismological Research Letters.

[5]  Roberto Paolucci,et al.  Broadband Ground Motions from 3D Physics-Based Numerical Simulations Using Artificial Neural Networks , 2018 .

[6]  S. Somala,et al.  A Suite of Exercises for Verifying Dynamic Earthquake Rupture Codes , 2018 .

[7]  Izuru Takewaki,et al.  Critical earthquake response of a SDOF elastic‐perfectly plastic model with viscous damping under double impulse as a substitute for near‐fault ground motion , 2018 .

[8]  E. Miranda,et al.  Significance of directivity effects during the 2011 Lorca earthquake in Spain , 2018, Bulletin of Earthquake Engineering.

[9]  T. Song,et al.  Source Characteristics of the 2016 Meinong (ML 6.6) Taiwan Earthquake Revealed from Dense Seismic Arrays: Double Sources and Pulse-like Velocity Ground Motion , 2017 .

[10]  A Pitarka,et al.  Refinements to the Graves and Pitarka (2010) Broadband GroundMotion Simulation Method , 2017 .

[11]  Rita Di Giovambattista,et al.  Rupture Directivity of the Strongest 2016–2017 Central Italy Earthquakes , 2017 .

[12]  L. Faenza,et al.  The Central Italy Seismic Sequence between August and December 2016: Analysis of Strong‐Motion Observations , 2017 .

[13]  Rodolfo Puglia,et al.  Diminishing high‐frequency directivity due to a source effect: Empirical evidence from small earthquakes in the Abruzzo region, Italy , 2016 .

[14]  Yehuda Ben-Zion,et al.  Along-strike rupture directivity of earthquakes of the 2009 L'Aquila, central Italy, seismic sequence , 2015 .

[15]  B. Bradley,et al.  Ground motion directionality in the 2010–2011 Canterbury earthquakes , 2015 .

[16]  Norman A. Abrahamson,et al.  Adding fling effects to processed ground‐motion time histories , 2014 .

[17]  Luis A. Dalguer,et al.  Dynamic earthquake rupture modelled with an unstructured 3-D spectral element method applied to the 2011 M9 Tohoku earthquake , 2014 .

[18]  Iunio Iervolino,et al.  Near‐source seismic hazard and design scenarios , 2013 .

[19]  S. Day,et al.  Rupture dynamics and ground motion from 3‐D rough‐fault simulations , 2013 .

[20]  Jacobo Bielak,et al.  Ground‐Motion Simulation and Validation of the 2008 Chino Hills, California, Earthquake , 2013 .

[21]  A. Pitarka,et al.  The SCEC/USGS Dynamic Earthquake Rupture Code Verification Exercise , 2012 .

[22]  Abbie B. Liel,et al.  The effect of near‐fault directivity on building seismic collapse risk , 2012 .

[23]  C. Ventura,et al.  Large coseismic displacements and tall buildings , 2011 .

[24]  S. Yaghmaei-Sabegh,et al.  An updated study on near-fault ground motions of the 1978 Tabas, Iran, earthquake , 2011 .

[25]  Jack W. Baker,et al.  An Empirically Calibrated Framework for Including the Effects of Near-Fault Directivity in Probabilistic Seismic Hazard Analysis , 2011 .

[26]  Mohamed A. ElGawady,et al.  Effects of near-fault ground motions and equivalent pulses on multi-story structures , 2011 .

[27]  A. Pitarka,et al.  Broadband Ground-Motion Simulation Using a Hybrid Approach , 2010 .

[28]  M. Leonard Earthquake Fault Scaling: Self‐Consistent Relating of Rupture Length, Width, Average Displacement, and Moment Release , 2010 .

[29]  Armen Der Kiureghian,et al.  Simulation of synthetic ground motions for specified earthquake and site characteristics , 2010 .

[30]  George D. Hatzigeorgiou,et al.  Ductility demand spectra for multiple near- and far-fault earthquakes , 2010 .

[31]  D. Boore Comparing Stochastic Point-Source and Finite-Source Ground-Motion Simulations: SMSIM and EXSIM , 2009 .

[32]  B. Chiou,et al.  Directivity in NGA Earthquake Ground Motions: Analysis Using Isochrone Theory , 2008 .

[33]  J. Boatwright,et al.  The Persistence of Directivity in Small Earthquakes , 2007 .

[34]  Jack W. Baker,et al.  Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis , 2007 .

[35]  Warwick D. Smith The Application of Finite Element Analysis to Body Wave Propagation Problems , 2007 .

[36]  Sashi K. Kunnath,et al.  Probabilistic Constant-Strength Ductility Demand Spectra , 2007 .

[37]  Sashi K. Kunnath,et al.  Effects of Fling Step and Forward Directivity on Seismic Response of Buildings , 2006 .

[38]  S. Day,et al.  Comparison of finite difference and boundary integral solutions to three‐dimensional spontaneous rupture , 2005 .

[39]  Gail M. Atkinson,et al.  Stochastic Finite-Fault Modeling Based on a Dynamic Corner Frequency , 2005 .

[40]  J. Bray,et al.  Characterization of forward-directivity ground motions in the near-fault region , 2004 .

[41]  Elisa Tinti,et al.  A Kinematic Source Time Function Compatible With Earthquake Dynamics: Relations Between Kinematic and Dynamic Parameters , 2004 .

[42]  Yahya C. Kurama,et al.  SDOF displacement ductility demands based on smooth ground motion response spectra , 2004 .

[43]  P. Somerville Magnitude scaling of the near fault rupture directivity pulse , 2003 .

[44]  Helmut Krawinkler,et al.  Seismic drift and ductility demands and their dependence on ground motions , 2003 .

[45]  David M. Boore,et al.  Simulation of Ground Motion Using the Stochastic Method , 2003 .

[46]  N. Hassani,et al.  DAMAGE DIRECTIVITY IN BURIED PIPELINES OF KOBE CITY DURING THE 1995 EARTHQUAKE , 2002 .

[47]  Michel Campillo,et al.  Fault finiteness and initiation of dynamic shear instability , 2000 .

[48]  L. B. Freund Dynamic Fracture Mechanics , 1998 .

[49]  Thomas H. Heaton,et al.  The slip history of the 1994 Northridge, California, earthquake determined from strong-motion, teleseismic, GPS, and leveling data , 1996, Bulletin of the Seismological Society of America.

[50]  S. Kramer Geotechnical Earthquake Engineering , 1996 .

[51]  Marvin W. Halling,et al.  Near-Source Ground Motion and its Effects on Flexible Buildings , 1995 .

[52]  Arthur Frankel,et al.  A three-dimensional simulation of seismic waves in the Santa Clara Valley, California, from a Loma Prieta aftershock , 1992 .

[53]  L. H. Roehm,et al.  Earthquake ground motions for design and analysis of dams , 1988 .

[54]  R. P. Kennedy,et al.  A criterion for determining exceedance of the operating basis earthquake: Final report , 1988 .

[55]  A. Ruina Slip instability and state variable friction laws , 1983 .

[56]  J. Dieterich Modeling of rock friction: 1. Experimental results and constitutive equations , 1979 .

[57]  R. Dobry,et al.  Duration characteristics of horizontal components of strong-motion earthquake records , 1978 .

[58]  D. J. Andrews,et al.  Rupture velocity of plane strain shear cracks , 1976 .

[59]  Y. Ida Stress concentration and unsteady propagation of longitudinal shear cracks , 1973 .

[60]  J. Rice,et al.  The growth of slip surfaces in the progressive failure of over-consolidated clay , 1973, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[61]  Z. Alterman,et al.  Propagation of elastic waves in layered media by finite difference methods , 1968 .

[62]  Ari Ben-Menahem,et al.  Radiation of seismic surface-waves from finite moving sources , 1961 .

[63]  Yalin Arici,et al.  A study on major seismological and fault-site parameters affecting near-fault directivity ground-motion demands for strike-slip faulting for their possible inclusion in seismic design codes , 2018 .

[64]  Jack W. Baker,et al.  A predictive model for fling-step in near-fault ground motions based on recordings and simulations , 2016 .

[65]  Philip J. Maechling,et al.  SCEC Broadband Platform: System Architecture and Software Implementation , 2015 .

[66]  E. Chioccarelli,et al.  Sensitivity analysis of directivity effects on PSHA , 2014 .

[67]  R. Puglia,et al.  Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5 %-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset , 2013, Bulletin of Earthquake Engineering.

[68]  Pierino Lestuzzi,et al.  Fling-step effect on the seismic behavior of high-rise RC buildings during the Christchurch earthquake , 2013 .

[69]  Jack W. Baker,et al.  Final Report of the NGA-West2 Directivity Working Group , 2013 .

[70]  Eduardo Miranda,et al.  Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures , 2005 .

[71]  R. Medina,et al.  INFLUENCE OF HYSTERETIC BEHAVIOR ON THE NONLINEAR RESPONSE OF FRAME STRUCTURES , 2002 .

[72]  N. Abrahamson,et al.  Modification of Empirical Strong Ground Motion Attenuation Relations to Include the Amplitude and Duration Effects of Rupture Directivity , 1997 .

[73]  A. Arias A measure of earthquake intensity , 1970 .

[74]  George W. Housner,et al.  Intensity of ground motion during strong earthquakes , 1952 .