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Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 12/2012, Volume 41, Issue 15, pp. 2351 - 2357
SUMMARY Near‐source pulse‐like records resulting from rupture's directivity have been found to depart from so‐called ordinary ground motions in terms of both... 
coefficient method | near‐fault | forward directivity | Near-fault | Forward directivity | Coefficient method | near-fault | DEMAND | ENGINEERING, CIVIL | ENGINEERING, GEOLOGICAL | DIRECTIVITY | SEISMIC HAZARD ANALYSIS
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 06/2015, Volume 44, Issue 7, pp. 1015 - 1033
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 11/2019, Volume 48, Issue 14, pp. 1536 - 1555
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 09/2019, Volume 48, Issue 11, pp. 1256 - 1276
Journal Article
Engineering Structures, ISSN 0141-0296, 11/2014, Volume 78, pp. 17 - 27
In seismic codes, elastic response spectra are usually defined by assuming a conventional value for the critical damping ratio equal to 5%. damping... 
Far-fault records | Prediction equation | Damping modification factor | Displacement spectra | Pulse-like records | RATIOS | PERFORMANCE-BASED DESIGN | REDUCTION FACTORS | DIRECTIVITY-PULSE | SEISMIC HAZARD ANALYSIS | FAULT GROUND MOTIONS | ENGINEERING, CIVIL | SDOF SYSTEMS | RESPONSE SPECTRA | NEAR-FAULT | BUILDINGS
Journal Article
Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 07/2016, Volume 45, Issue 9, pp. 1391 - 1409
Summary Residual displacements of single‐degree‐of‐freedom systems due to ground motions with velocity pulses or fling step displacements are presented as a... 
near‐fault effects | velocity pulse | flingstep displacement | residual displacements | inelastic displacements | wavelets | GROUND MOTIONS | BEHAVIOR | DIRECTIVITY | ENGINEERING, CIVIL | near-fault effects | ENGINEERING, GEOLOGICAL | SYSTEMS | EARTHQUAKE | BUILDINGS | Wavelet | Approximation | Earthquake engineering | Dynamics | Mathematical analysis | Ground motion | Dynamical systems | Hysteresis
Journal Article
Engineering Structures, ISSN 0141-0296, 08/2018, Volume 168, pp. 276 - 289
In this paper, a practical displacement-based framework is presented for seismic design of flexible-base structures in near-fault regions. Particular attention... 
Inelastic spectra | Soil-structure interaction | Near-fault ground motion | Velocity pulse | Direct-displacement based design | HAZARD | NEAR-FAULT DIRECTIVITY | DEMAND | ENGINEERING, CIVIL | SYSTEMS | SPECTRA | STRENGTH-REDUCTION FACTORS | BUILDINGS | Soil structure | Analysis | Earthquake resistant design
Journal Article
Engineering Structures, ISSN 0141-0296, 12/2018, Volume 176, pp. 208 - 219
Journal Article
Journal of Structural Engineering, ISSN 0733-9445, 04/2018, Volume 144, Issue 4, p. 4018017
Journal Article
Journal of Geotechnical and Geoenvironmental Engineering, ISSN 1090-0241, 03/2015, Volume 141, Issue 3, p. 4014110
Journal Article
Engineering Structures, ISSN 0141-0296, 02/2014, Volume 59, pp. 599 - 607
This manuscript investigates the constant damage inelastic displacement ratios for the near-fault pulse-like ground motions. The inelastic displacement ratios... 
Near-fault pulse-like ground motions | Period normalization | Predominant period | Constant damage inelastic displacement ratios | DESIGN | PERFORMANCE | SEISMIC RESPONSE | DEMANDS | DIRECTIVITY | PARAMETERS | RECORDS | ENGINEERING, CIVIL | SITES | SYSTEMS | EARTHQUAKE | Degradation | Mathematical models | Dispersions | Ground motion | Damage | Displacement | Seismic phenomena | Hysteresis
Journal Article
Soil Dynamics and Earthquake Engineering, ISSN 0267-7261, 11/2018, Volume 114, pp. 27 - 37
Most current baseline correction methods for near-fault ground motion records focus on eliminating and minimizing baseline errors and obtaining true ground... 
Fault-crossing bridge | Baseline correction | Near-fault ground motion | Seismic response analysis | Cable-stayed bridge | Permanent displacement | 1999 CHI-CHI | GEOSCIENCES, MULTIDISCIPLINARY | TAIWAN | ENGINEERING, GEOLOGICAL | GPS | SEISMICALLY ISOLATED BRIDGE | Bridges | Analysis | Methods
Journal Article