Skip to Main Content
Skip Nav Destination

Empirical Model for Basin Effects Accounts for Basin Depth and Source Location

Bulletin of the Seismological Society of America (2005) 95 (4): 1412–1427.
This article has been cited by the following articles in journals that are participating in CrossRef Cited-by Linking.
Site Response in the Walnut Creek–Concord Region of San Francisco Bay, California: Ground-Motion Amplification in a Fault-Bounded Basin
Bulletin of the Seismological Society of America (2024) 114 (5): 2668.
Seismic site effect models for the Turkiye-Izmir-Bayrakli Basin
Bulletin of Earthquake Engineering (2024) 22 (2): 303.
Southern California basin and non-basin classification algorithm for ground-motion site amplification model applications
Earthquake Spectra (2024)
New ground-motion prediction equations for significant duration of shallow crustal and upper mantle earthquakes in Japan and intra-event spatial correlation
Soil Dynamics and Earthquake Engineering (2023) 171: 107974.
Spectral acceleration basin amplification factors for interface Cascadia Subduction Zone earthquakes in Canada’s 2020 national seismic hazard model
Earthquake Spectra (2023) 39 (2): 1166.
Basin effect quantitation of four deep basins in Japan to explain the gap between empirical and numerical basin‐depth effect models
Earthquake Engineering & Structural Dynamics (2022) 51 (13): 3047.
Source Parameters and Slip Distribution of the 2019 Mw 5.8 Mirpur (Pakistan) Earthquake Inferred from the Corrected InSAR Observations
Seismological Research Letters (2022) 93 (3): 1464.
Integrating Effects of Source-Dependent Factors on Sediment-Depth Scaling of Additional Site Amplification to Ground-Motion Prediction Equation
Bulletin of the Seismological Society of America (2022) 112 (1): 400.
Numerical Modeling of Quaternary Sediment Amplification
International Journal of Geotechnical Earthquake Engineering (2022) 13 (1): 1.
Building Damage Caused by the 2017 M5.4 Pohang, South Korea, Earthquake, and Effects of Ground Conditions
Journal of Earthquake Engineering (2022) 26 (6): 3054.
Basin Effects on the Seismic Fragility of Steel Moment Resisting Frames Structures: Impedance Ratio, Depth, and Width of Basin
International Journal of Structural Stability and Dynamics (2022) 22 (09)
Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations
Earthquake Engineering & Structural Dynamics (2021) 50 (1): 26.
Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes
Journal of Structural Engineering (2021) 147 (8)
Characterizing Fundamental Resonance Peaks on Flat-Lying Sediments Using Multiple Spectral Ratio Methods: An Example from the Atlantic Coastal Plain, Eastern United States
Bulletin of the Seismological Society of America (2021) 111 (4): 1824.
Impacts of simulated M9 Cascadia Subduction Zone earthquakes considering amplifications due to the Georgia sedimentary basin on reinforced concrete shear wall buildings
Earthquake Engineering & Structural Dynamics (2021) 50 (1): 237.
Challenges in the definition of input motions for forensic ground-response analysis in the near-source region
Earthquake Spectra (2021) 37 (4): 2562.
Fragility Analysis of RC Frame Structures Subjected to Obliquely Incident Seismic Waves
Sustainability (2021) 13 (3): 1108.
Seismic Response of Cook Inlet Sedimentary Basin, Southern Alaska
Seismological Research Letters (2020) 91 (1): 33.
Investigation of a sedimentary basin by using gravity and seismic reflection data in the Isparta basin, southwestern Turkey
Bulletin of Engineering Geology and the Environment (2020) 79 (8): 3971.
Ground‐Motion Amplification in Cook Inlet Region, Alaska, from Intermediate‐Depth Earthquakes, Including the 2018 Mw 7.1 Anchorage Earthquake
Seismological Research Letters (2020) 91 (1): 142.
Which is a better proxy, site period or depth to bedrock, in modelling linear site response in addition to the average shear-wave velocity?
Bulletin of Earthquake Engineering (2020) 18 (3): 797.
Design strategies to achieve target collapse risks for reinforced concrete wall buildings in sedimentary basins
Earthquake Spectra (2020) 36 (3): 1038.
Testing the Depths to 1.0 and 2.5  km/s Velocity Isosurfaces in a Velocity Model for Japan and Implications for Ground‐Motion Modeling
Bulletin of the Seismological Society of America (2019) 109 (6): 2710.
Does the One-Dimensional Assumption Hold for Site Response Analysis? A Study of Seismic Site Responses and Implication for Ground Motion Assessment Using KiK-Net Strong-Motion Data
Earthquake Spectra (2019) 35 (2): 883.
3D Bedrock Structure of Bornova Plain and Its surroundings (İzmir/Western Turkey)
Pure and Applied Geophysics (2018) 175 (1): 325.
GK17 Ground‐Motion Prediction Equation for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental Earthquakes
Bulletin of the Seismological Society of America (2018) 108 (1): 380.
Effects of Deep Basins on Structural Collapse during Large Subduction Earthquakes
Earthquake Spectra (2017) 33 (3): 963.
Interaction of geometry and mechanical property of trapezoidal sedimentary basins with incident SH waves
Bulletin of Earthquake Engineering (2016) 14 (11): 2977.
Numerical study on basin-edge effects in the seismic response of the Gubbio valley, Central Italy
Bulletin of Earthquake Engineering (2016) 14 (6): 1437.
Ductility‐dependent intensity measure that accounts for ground‐motion spectral shape and duration
Earthquake Engineering & Structural Dynamics (2016) 45 (4): 653.
Response of sedimentary basin to obliquely incident SH waves
Bulletin of Earthquake Engineering (2016) 14 (3): 647.
Machine-Learning Methods for Earthquake Ground Motion Analysis and Simulation
Journal of Engineering Mechanics (2015) 141 (4)
Intensity-distance attenuation laws for the Portugal mainland using intensity data points
Geophysical Journal International (2014) 199 (2): 1278.
Single-station standard deviation analysis of 2010–2012 strong-motion data from the Canterbury region, New Zealand
Bulletin of Earthquake Engineering (2013) 11 (5): 1617.
Empirical Correction of Ground Motion Prediction Equations of Response Spectra at Rock Sites for Near-Field Earthquakes Considering Amplification Effect within Deep Subsurface Structure
Journal of JAEE (2012) 12 (1): 1_43.
EVALUATION OF SITE AMPLIFICATIONS DUE TO DEEP UNDERGROUND STRUCTURE BENEATH ENGINEERING BEDROCK USING EARTHQUAKE MOTION RECORDS
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) (2011) 67 (3): 531.
EMPIRICAL MODEL OF AMPLIFICATION FACTORS OF LONG-PERIOD RESPONSE SPECTRA AND ITS PHYSICAL INTERPRETATION
Journal of Structural and Construction Engineering (Transactions of AIJ) (2011) 76 (669): 1905.
Comparison of Ground Motions from Hybrid Simulations to NGA Prediction Equations
Earthquake Spectra (2011) 27 (2): 331.
Comparison of 3D, 2D and 1D numerical approaches to predict long period earthquake ground motion in the Gubbio plain, Central Italy
Bulletin of Earthquake Engineering (2011) 9 (6): 2007.
Near-source strong ground motions observed in the 22 February 2011 Christchurch earthquake
Bulletin of the New Zealand Society for Earthquake Engineering (2011) 44 (4): 181.
Site Effects at Long Periods from Digital Strong Motion Records of the KiK-net, Japan
Journal of Earthquake Engineering (2009) 13 (5): 567.
Characteristics of strong ground motion data recorded in the Gubbio sedimentary basin (Central Italy)
Bulletin of Earthquake Engineering (2007) 5 (1): 27.
SITE AMPLIFICATION ESTIMATED FROM EARTHQUAKE MOTION RECORDS WITH APPARENT INCIDENT ANGLE
Doboku Gakkai Ronbunshuu A (2007) 63 (3): 552.
Close Modal

or Create an Account

Close Modal
Close Modal