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The use and misuse of logic trees in probabilistic seismic hazard analysis

Earthquake spectra, 2008-11, Vol.24 (4), p.997-1009

2008

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Prediction of elastic displacement response spectra in Europe and the Middle East

Earthquake engineering & structural dynamics, 2007-08, Vol.36 (10), p.1275-1301

2007

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A state-of-knowledge review of the influence of strong-motion duration on structural damage

Earthquake spectra, 2006-08, Vol.22 (3), p.827-845

2006

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Processing of strong-motion accelerograms: needs, options and consequences

Soil dynamics and earthquake engineering (1984), 2005-02, Vol.25 (2), p.93-115

2005

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Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty

Bulletin of earthquake engineering, 2022-04, Vol.20 (6), p.2825-3069

Bommer, Julian J.

2022

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Control of hazard due to seismicity induced by a hot fractured rock geothermal project

Engineering geology, 2006-03, Vol.83 (4), p.287-306

2006

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AN IMPROVED METHOD OF MATCHING RESPONSE SPECTRA OF RECORDED EARTHQUAKE GROUND MOTION USING WAVELETS

Journal of earthquake engineering, 2006-01, Vol.10 (sup001), p.67-89

2006

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THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS

Journal of earthquake engineering, 2004-01, Vol.8 (sup001), p.43-91

2004

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Challenges of building logic trees for probabilistic seismic hazard analysis

Earthquake spectra, 2012-11, Vol.28 (4), p.1723-1735

Bommer, Julian J

2012

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The Purpose and Definition of the Minimum Magnitude Limit in PSHA Calculations

Seismological research letters, 2017-07, Vol.88 (4), p.1097-1106

2017

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Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East

Seismological research letters, 2010-03, Vol.81 (2), p.195-206

2010

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A risk-mitigation approach to the management of induced seismicity

Journal of seismology, 2015-04, Vol.19 (2), p.623-646

2015

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Green, yellow, red, or out of the blue? An assessment of Traffic Light Schemes to mitigate the impact of hydraulic fracturing-induced seismicity

Journal of seismology, 2021-02, Vol.25 (1), p.301-326

2021

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Selecting Ground-Motion Models for Site-Specific PSHA: Adaptability versus Applicability

Bulletin of the Seismological Society of America, 2020-12, Vol.110 (6), p.2801-2815

2020

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What is the smallest earthquake magnitude that needs to be considered in assessing liquefaction hazard?

Earthquake spectra, 2019-08, Vol.35 (3), p.1441-1464

2019

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Seismic Hazard and Risk Due to Induced Earthquakes at a Shale Gas Site

Bulletin of the Seismological Society of America, 2021-04, Vol.111 (2), p.875-897

2021

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The Relationship between M and ML: A Review and Application to Induced Seismicity in the Groningen Gas Field, The Netherlands

Seismological research letters, 2018-05, Vol.89 (3), p.1062-1074

2018

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Scenario Dependence of Linear Site‐Effect Factors for Short‐Period Response Spectral Ordinates

Bulletin of the Seismological Society of America, 2017-12, Vol.107 (6), p.2859-2872

2017

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The effective number of cycles of earthquake ground motion

Earthquake engineering & structural dynamics, 2005-05, Vol.34 (6), p.637-664

2005

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Developing an Application‐Specific Ground‐Motion Model for Induced Seismicity

Bulletin of the Seismological Society of America, 2016-02, Vol.106 (1), p.158-173

2016

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The Variability of Ground-Motion Prediction Models and Its Components

Seismological research letters, 2010-09, Vol.81 (5), p.794-801

2010

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Empirical Equations for the Prediction of the Significant, Bracketed, and Uniform Duration of Earthquake Ground Motion

Bulletin of the Seismological Society of America, 2009-12, Vol.99 (6), p.3217-3233

2009

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Mapping the uncertainty in modulus reduction and damping curves onto the uncertainty of site amplification functions

Soil dynamics and earthquake engineering (1984), 2019-11, Vol.126, p.105091, Article 105091

2019

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Comment on “The Maximum Possible and the Maximum Expected Earthquake Magnitude for Production‐Induced Earthquakes at the Gas Field in Groningen, The Netherlands” by Gert Zöller and Matthias Holschneider

Bulletin of the Seismological Society of America, 2017-06, Vol.107 (3), p.1564-1567

2017

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Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion

Soil dynamics and earthquake engineering (1984), 2009-11, Vol.29 (11), p.1425-1436

2009

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The use and misuse of logic trees in probabilistic seismic hazard analysis

Prediction of elastic displacement response spectra in Europe and the Middle East

A state-of-knowledge review of the influence of strong-motion duration on structural damage

Processing of strong-motion accelerograms: needs, options and consequences

Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty

Control of hazard due to seismicity induced by a hot fractured rock geothermal project

AN IMPROVED METHOD OF MATCHING RESPONSE SPECTRA OF RECORDED EARTHQUAKE GROUND MOTION USING WAVELETS

THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS

Challenges of building logic trees for probabilistic seismic hazard analysis

The Purpose and Definition of the Minimum Magnitude Limit in PSHA Calculations

Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East

A risk-mitigation approach to the management of induced seismicity

Green, yellow, red, or out of the blue? An assessment of Traffic Light Schemes to mitigate the impact of hydraulic fracturing-induced seismicity

Selecting Ground-Motion Models for Site-Specific PSHA: Adaptability versus Applicability

What is the smallest earthquake magnitude that needs to be considered in assessing liquefaction hazard?

Seismic Hazard and Risk Due to Induced Earthquakes at a Shale Gas Site

The Relationship between M and ML: A Review and Application to Induced Seismicity in the Groningen Gas Field, The Netherlands

Scenario Dependence of Linear Site‐Effect Factors for Short‐Period Response Spectral Ordinates

The effective number of cycles of earthquake ground motion

Developing an Application‐Specific Ground‐Motion Model for Induced Seismicity

The Variability of Ground-Motion Prediction Models and Its Components

Empirical Equations for the Prediction of the Significant, Bracketed, and Uniform Duration of Earthquake Ground Motion

Mapping the uncertainty in modulus reduction and damping curves onto the uncertainty of site amplification functions

Comment on “The Maximum Possible and the Maximum Expected Earthquake Magnitude for Production‐Induced Earthquakes at the Gas Field in Groningen, The Netherlands” by Gert Zöller and Matthias Holschneider

Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion

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