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- Published in:
- Earthquake Spectra, 2024, v. 40, n. 3, p. 2210, doi. 10.1177/87552930241259397
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- Article
Combining observed linear basin amplification factors with 1D nonlinear site-response analyses to predict site response for strong ground motions: Application to Wellington, New Zealand.
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- Earthquake Spectra, 2024, v. 40, n. 1, p. 143, doi. 10.1177/87552930231209726
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Effect of near-fault directivity pulses on ground-motion intensity measure correlations from the NGA-West2 data set.
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- Earthquake Spectra, 2023, v. 39, n. 4, p. 2263, doi. 10.1177/87552930231199059
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A deep-learning-based model for quality assessment of earthquake-induced ground-motion records.
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- Earthquake Spectra, 2023, v. 39, n. 4, p. 2492, doi. 10.1177/87552930231195113
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- Article
Empirical tsunami fragility modelling for hierarchical damage levels.
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- Natural Hazards & Earth System Sciences, 2023, v. 23, n. 2, p. 909, doi. 10.5194/nhess-23-909-2023
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- Article
Empirical tsunami fragility modelling for hierarchical damage levels: An application to damage data of the 2009 South Pacific tsunami.
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- Natural Hazards & Earth System Sciences Discussions, 2022, p. 1, doi. 10.5194/egusphere-2022-206
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RE-EVALUATION OF NEW ZEALAND SEISMIC HAZARD FOR GEOTECHNICAL ASSESSMENT AND DESIGN.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2022, v. 55, n. 1, p. 1, doi. 10.5459/bnzsee.55.1.1-14
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PROBABILISTIC SEISMIC HAZARD ANALYSIS OF PEAK GROUND ACCELERATION FOR MAJOR REGIONAL NEW ZEALAND LOCATIONS.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2022, v. 55, n. 1, p. 15, doi. 10.5459/bnzsee.55.1.15-24
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- Article
Nonstationary spatial correlation in New Zealand strong ground‐motion data.
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- Earthquake Engineering & Structural Dynamics, 2021, v. 50, n. 13, p. 3421, doi. 10.1002/eqe.3516
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- Article
BASIN EFFECTS AND LIMITATIONS OF 1D SITE RESPONSE ANALYSIS FROM 2D NUMERICAL MODELS OF THE THORNDON BASIN.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2021, v. 54, n. 1, p. 21, doi. 10.5459/bnzsee.54.1.21-30
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- Article
GROUND MOTION SIMULATIONS OF HOPE FAULT EARTHQUAKES.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2019, v. 52, n. 4, p. 152, doi. 10.5459/bnzsee.52.4.152-171
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- Article
GROUND MOTION INPUT FOR NONLINEAR RESPONSE HISTORY ANALYSIS: PRACTICAL LIMITATIONS OF NZS 1170.5 AND COMPARISON TO US STANDARDS.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2019, v. 52, n. 3, p. 119, doi. 10.5459/bnzsee.52.3.119-133
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VALIDATING THE SLIDING MECHANICS OF OFFICE-TYPE FURNITURE USING SHAKE-TABLE EXPERIMENTS.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2018, v. 51, n. 1, p. 1, doi. 10.5459/bnzsee.51.1.1-11
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STRONG GROUND MOTION OBSERVATIONS OF ENGINEERING INTEREST FROM THE 14 NOVEMBER 2016 M<sub>W</sub>7.8 KAIKŌURA, NEW ZEALAND EARTHQUAKE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2017, v. 50, n. 2, p. 85, doi. 10.5459/bnzsee.50.2.85-93
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GROUND MOTION AND SITE EFFECT OBSERVATIONS IN THE WELLINGTON REGION FROM THE 2016 M<sub>W</sub>7.8 KAIKŌURA, NEW ZEALAND EARTHQUAKE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2017, v. 50, n. 2, p. 94, doi. 10.5459/bnzsee.50.2.94-105
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- Article
GEOTECHNICAL ASPECTS OF THE 2016 KAIKŌURA EARTHQUAKE ON THE SOUTH ISLAND OF NEW ZEALAND.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2017, v. 50, n. 2, p. 117, doi. 10.5459/bnzsee.50.2.117-141
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LIQUEFACTION EFFECTS AND ASSOCIATED DAMAGES OBSERVED AT THE WELLINGTON CENTREPORT FROM THE 2016 KAIKOURA EARTHQUAKE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2017, v. 50, n. 2, p. 152, doi. 10.5459/bnzsee.50.2.152-173
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RESPONSE OF INSTRUMENTED BUILDINGS UNDER THE 2016 KAIKÕURA EARTHQUAKE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2017, v. 50, n. 2, p. 237, doi. 10.5459/bnzsee.50.2.237-252
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The effect of causal parameter bounds in PSHA-based ground motion selection.
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- Earthquake Engineering & Structural Dynamics, 2016, v. 45, n. 9, p. 1515, doi. 10.1002/eqe.2721
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Ground motion selection for simulation-based seismic hazard and structural reliability assessment.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 13, p. 2321, doi. 10.1002/eqe.2588
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SOIL PROFILE CHARACTERISATION OF CHRISTCHURCH CENTRAL BUSINESS DISTRICT STRONG MOTION STATIONS.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2015, v. 48, n. 3, p. 147, doi. 10.5459/bnzsee.48.3.146-156
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IN SITU CONDITIONS AFFECTING THE DUCTILITY CAPACITY OF LIGHTLY REINFORCED CONCRETE WALL STRUCTURES IN THE CANTERBURY EARTHQUAKE SEQUENCE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2015, v. 48, n. 3, p. 191, doi. 10.5459/bnzsee.48.3.190-203
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Ground motion selection for scenario ruptures using the generalised conditional intensity measure (GCIM) method.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 10, p. 1601, doi. 10.1002/eqe.2546
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COMPARISON OF A CHRISTCHURCH-SPECIFIC CPT-V<sub>s</sub> CORRELATION AND V<sub>s</sub> DERIVED FROM SURFACE WAVE ANALYSIS FOR STRONG MOTION STATION VELOCITY CHARACTERISATION.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2015, v. 48, n. 2, p. 81, doi. 10.5459/bnzsee.48.2.81-91
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BENEFITS OF SITE-SPECIFIC HAZARD ANALYSES FOR SEISMIC DESIGN IN NEW ZEALAND.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2015, v. 48, n. 2, p. 92, doi. 10.5459/bnzsee.48.2.92-99
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Discussion on 'a framework for the evaluation of ground motion selection and modification procedures' by N. Simon Kwong, Anil K. Chopra, and Robin K. McGuire.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 5, p. 817, doi. 10.1002/eqe.2544
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Ground motion directionality in the 2010-2011 Canterbury earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2015, v. 44, n. 3, p. 371, doi. 10.1002/eqe.2474
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SEISMIC PERFORMANCE CRITERIA BASED ON RESPONSE HISTORY ANALYSIS: ALTERNATIVE METRICS FOR PRACTICAL APPLICATION IN NZ.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2014, v. 47, n. 3, p. 224, doi. 10.5459/bnzsee.47.3.224-228
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GROUND MOTIONS AND DAMAGE OBSERVATIONS IN THE MARLBOROUGH REGION FROM THE 2013 LAKE GRASSMERE EARTHQUAKE.
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- Bulletin of the New Zealand Society for Earthquake Engineering, 2013, v. 46, n. 4, p. 169, doi. 10.5459/bnzsee.46.4.169-187
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A comparison of intensity-based demand distributions and the seismic demand hazard for seismic performance assessment.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 15, p. 2235, doi. 10.1002/eqe.2322
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Practice-oriented estimation of the seismic demand hazard using ground motions at few intensity levels.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 14, p. 2167, doi. 10.1002/eqe.2319
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A critical examination of seismic response uncertainty analysis in earthquake engineering.
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- Earthquake Engineering & Structural Dynamics, 2013, v. 42, n. 11, p. 1717, doi. 10.1002/eqe.2331
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The seismic demand hazard and importance of the conditioning intensity measure.
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- Earthquake Engineering & Structural Dynamics, 2012, v. 41, n. 11, p. 1417, doi. 10.1002/eqe.2221
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Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2011, v. 40, n. 15, p. 1707, doi. 10.1002/eqe.1110
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Design Seismic Demands from Seismic Response Analyses: A Probability-Based Approach.
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- Earthquake Spectra, 2011, v. 27, n. 1, p. 213, doi. 10.1193/1.3533035
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- Article
A generalized conditional intensity measure approach and holistic ground-motion selection.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 12, p. 1321, doi. 10.1002/eqe.995
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Prediction of spatially distributed seismic demands in specific structures: Structural response to loss estimation.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 6, p. 591, doi. 10.1002/eqe.955
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Prediction of spatially distributed seismic demands in specific structures: Ground motion and structural response.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 5, p. 501, doi. 10.1002/eqe.954
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- Article
Component correlations in structure-specific seismic loss estimation.
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- Earthquake Engineering & Structural Dynamics, 2010, v. 39, n. 3, p. 237, doi. 10.1002/eqe.937
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Error estimation of closed-form solution for annual rate of structural collapse.
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- Earthquake Engineering & Structural Dynamics, 2008, v. 37, n. 15, p. 1721, doi. 10.1002/eqe.833
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Performance of a damage-protected beam-column subassembly utilizing external HF2V energy dissipation devices.
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- Earthquake Engineering & Structural Dynamics, 2008, v. 37, n. 13, p. 1549, doi. 10.1002/eqe.830
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Experimental multi-level seismic performance assessment of 3D RC frame designed for damage avoidance.
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- Earthquake Engineering & Structural Dynamics, 2008, v. 37, n. 1, p. 1, doi. 10.1002/eqe.741
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Computational and rapid expected annual loss estimation methodologies for structures.
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- Earthquake Engineering & Structural Dynamics, 2008, v. 37, n. 1, p. 81, doi. 10.1002/eqe.746
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Improved seismic hazard model with application to probabilistic seismic demand analysis.
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- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 14, p. 2211, doi. 10.1002/eqe.727
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