OOIR: Observatory of International Research

Papers

(The TQCC of Earthquake Spectra is 8. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-06-01 to 2026-06-01.)

Article	Citations
Modeling future economic costs and interdependent industry recovery after earthquakes	128
Damped rigid substructure system for seismic protection of structures	78
Shear wave velocity and site period measurements for the western portion of the Mexico City Basin following the Mw7.1 2017 Puebla–Morelos, Mexico, earthquake	68
Front Matter	62
Site characterization at Treasure Island and Delaney Park downhole arrays by heterogeneous data assimilation	61
ReddyElizabeth. ¡Alerta!: Engineering on Shaky Ground. Cambridge, MA: The MIT Press, 2023, xii + 214 pp., $40.00 (soft‐cover, digital version available open access). ISBN: 978‐0‐262‐54551‐8.	55
Front Matter	41
Damage in Rio Dell From 2022 Ferndale M6.4 Earthquake	35
Shake table testing of a full‐scale three‐story seismically resilient steel‐framed building with reconfigurable lateral force‐resisting systems	35
Assessment of urban seismic resilience of a town in Eastern Turkiye: Turkoglu, Kahramanmaras before and after 6 February 2023 M 7.8 Kahramanmaras earthquake	34
Seismic fragility assessment of reinforced concrete wall buildings in Colombia: Insights and implications for earthquake‐resistant design	32
National‐scale Mapping of the Expected Earthquake Magnitude for Soil Liquefaction Triggering Analyses in Italy	31
Empirical ground‐motion basin response in the California Great Valley, Reno, Nevada, and Portland, Oregon	30
Characterizing uncertainty of general building stock exposure data	30
Data set from quasi‐static cyclic tests of scoured 2 × 3 pile‐group foundations for bridge structures	29
An algorithm for spectrally matching bi‐directional ground motions to a target RotD100 spectrum while maintaining the radial spectral acceleration pattern	28
City‐scale buildings damage estimation based on broadband physics‐based ground motion simulation of 2021 M _s 6.4 Yangbi, China, earthquake	26
Exposure Model of Urban Residential Buildings for Seismic Risk Assessment of Prioritized Municipalities in Colombia	25
Probabilistic approach for seismic microzonation integrating 3D geological and geotechnical uncertainty	25
Data‐Driven Insights Into Post‐Earthquake Reconnaissance Findings: 2023 Türkiye Earthquake Sequence	24
National liquefaction loss database and event‐level fragility functions	24
Characteristics of effective California earthquake scenarios	24
An equivalent point‐source stochastic model of the NGA‐East ground‐motion models	24
A closer look at hazard‐consistent ground motion record selection for building‐specific risk assessment: Effect of soil characteristics and accelerograms’ scaling	23
WITHDRAWAL – Administrative Duplicate Publication: Vs‐0 Correction Factors for Input Ground Motions used in Seismic Site Response Analyses	23

Damping capability enhancement of the polyurethane seismic isolation device for HV post insulators and its numerical evaluation with the 2023 Kahramanmaraş, Türkiye Earthquake Sequence	23
Geotechnical reconnaissance of an extensive cover‐collapse sinkhole phenomena of 2020–2021 Petrinja earthquake sequence (Central Croatia)	23
Seismic performance and damage assessment of bridges during the 2023 Kahramanmaras, Türkiye earthquakes ( M w = 7.8, M	23
Motivators and impediments to seismic retrofit implementation for wood‐frame soft‐story buildings: A case study in California	22
A database of ground motion recordings, site profiles, and amplification factors from the Groningen gas field in the Netherlands	22
Effect of soft sediments modeling on the seismic response of a 3D mid‐rise RC building: high‐resolution physics‐based ground‐motion simulations and empirical factors	22
Database and Geometrical Characterization of 3D Stone Masonry Wall Microstructures	21
Performance of water systems during the February 6th Kahramanmaras earthquakes	21
Predicting Seismic Debris Distributions of Collapsed Unreinforced Masonry Structures Through Physics Engines and Machine Learning Algorithms	20
Methodology for determination of seismic force modification factors in Canada: Performance‐based unified procedure	20
Hybrid broadband ground-motion simulation validation of small-magnitude subduction earthquakes in New Zealand	20
Spectral matching RotD100: Effects on bidirectional lateral demand of reinforced concrete frame buildings	19
Performance evaluation of the USGS velocity model for the San Francisco Bay Area	18
An updated strong‐motion database of Türkiye (SMD‐TR)	18
Erratum	17
Quantifying the potential benefits of risk‐mitigation strategies on present and future seismic losses in Kathmandu Valley, Nepal	17
Probabilistic seismic damage and loss assessment methodology for wastewater network incorporating modeling uncertainty and damage correlations	17
	17
A model for partially dependent component damage fragilities in seismic risk analysis	17
Experimental Evaluation of Prototype Seismic Retrofits for Precast Concrete Hollow‐Core Floors	17
Priority analysis framework for equitable seismic and energy‐efficiency renovation of residential buildings applied to mainland Portugal	16
An equivalent damping ratio that accounts for ground‐motion spectral shape for displacement‐based design of flag‐shaped hysteresis systems	16
An analytical model for 2D seismic tunnel‐aboveground structure interaction with considering the influence of tunnel longitudinal shear deformation	16
Next‐Generation Probabilistic Liquefaction Model Building at the Regional Scale	16
Spectral scaling method using transfer functions for site-specific ground motion simulations	16
Seismic performance assessment of medical equipment using experimentally validated rolling and toppling nonlinear models	16
Machine learning–based ground motion models for shallow crustal earthquakes in active tectonic regions	15
Site‐specific adjustment framework for incremental dynamic analysis (SAF‐IDA)	15
Suitability of Ground‐Motion Models for Seismic Hazard Assessments in Puerto Rico and the US Virgin Islands	15
Liquefaction‐induced ground and building interactions in İskenderun from the 2023 Kahramanmaraş earthquake sequence	15
When Rotation‐Invariant Spectra Enter Structural Design: Interpreting RotD100 and Related Measures	15
Tsunami hazard evaluation of river embankment structures incorporating their vulnerability to seismic strong motion	15
An improved ground motion model considering the seismological characteristics of the Korean Peninsula	15
Analytical seismic fragility and vulnerability curves for Colombian informal unreinforced masonry buildings	15
Seismic Performance of Precast Brick‐Engineered Cementitious Composite Panels in Confined Masonry	15
Predicting the seismic ground‐motion parameters: 3D physics‐based numerical simulations combined with artificial neural networks	14
Identifying viable financing mechanisms for post‐earthquake housing reconstruction in Canada: Case study of a M7 earthquake in British Columbia	14
Seismic loss assessment of existing hotel building in Ecuador	14
Corrigendum	14
Comprehensive numerical analyses of the seismic performance of natural gas pipelines crossing earthquake faults	14
Optimized derivation of hazard-consistent seismic fragility curves using Bayesian approach and multiple stripe analysis	14
Steven LKramer, Jonathan PStewart. Geotechnical Earthquake Engineering. 2nd ed. Boca Raton, FL: CRC Press, 2025, 1060 pp., 140.00 (USD). ISBN: 978‐1‐03284‐274‐5 (hbk).	14
Peculiar characteristics of ground motions in Southern Italy: Insights from global and regional ground motion models	14
The 2023 US National Seismic Hazard Model: Ground‐motion characterization for the conterminous United States	13
Ground failures and foundation performances in Adıyaman–Gölbaşı following the 6 February 2023 Kahramanmaraş–Türkiye Earthquake Sequence	13
Seismic capacity models for earth dams and their use in developing fragility curves	13
Parametric study on the collapse probability of modern reinforced concrete frames with infills	13
Semiempirical model for the estimation of site amplification in Northern South America	13
Rethinking resilience policy and practice	13
	13

Ground‐Motion Characterization for the 2025 U.S. National Seismic Hazard Model for Puerto Rico and the U.S. Virgin Islands	12
Conditional probability of surface rupture: A numerical approach for principal faulting	12
Erratum to “Conditional probability of surface rupture: a numerical approach for principal faulting”	12
Empirical ground‐motion models for horizontal Fourier amplitude spectra from fixed‐effects and mixed‐effects analyses of the NGA‐West2 database	12
Effects of source, path, and site conditions on damping modification factor for the horizontal response spectrum using offshore ground motions in the Japan Trench area	12
Evaluation of directionality in physics‐based ground motion simulations of strike‐slip earthquakes	12
Seismic Fragility and Vulnerability of Partially Grouted Flexural‐Controlled Reinforced Masonry Buildings in Colombia	12
Assessment of the prediction of ground motion parameters in 1D ground response analysis using data from seismic arrays and centrifuge experiments	12
Seismic performance assessment of structural systems in the aftermath of the 2023 Kahramanmaraş earthquakes: Observations and fragility analyses	12
A latent Gaussian process model for the spatial distribution of liquefaction manifestation	11
Deep‐neural‐network model for predicting ground motion parameters using earthquake horizontal‐to‐vertical spectral ratios	11
Seismic loss comparison for buildings designed with ductile steel seismic force‐resisting systems and with controlled rocking braced frames	11
V-FAST: A story-based vulnerability and fragility assessment toolkit for advancing PBEE	11
Validating V _{S 30} ‐Based Site Amplification Facto	11
A numerical study on the seismic retrofit of Haitian reinforced concrete building frames	11
Simulated site amplification for Central and Eastern North America: Data set development and amplification models	11
Component Models for Steel Beam‐Columns With Hollow Structural Sections to Support the Practical Seismic Assessment of New and Existing Buildings	11
From Warnings to Actions: Factors Influencing Response to Earthquake Early Warning—A Systematic Literature Review	11
Discussion of “ASCE/SEI 41 assessment of reinforced concrete buildings: Benchmarking nonlinear dynamic procedures with empirical damage observations”	11
Seismic performance of UHV composite post electrical equipment interconnected using a rigid bus with a sliding fitting	11
Adjustment for the Gulf Coast and Atlantic Coastal Plain Region Considering Path Terms and Site Terms With Respect to Rupture Distance and Sediment Thickness for the Median NGA‐East Ground‐Motion Char	11
A simplified replacement cost model for residential buildings located in developing countries: The case study of Colombia	10
	10
Three‐dimensional 0–10 Hz physics‐based simulations of the 2020 Magna, Utah, earthquake sequence	10
Damage to monumental masonry buildings in Hatay and Osmaniye following the 2023 Turkey earthquake sequence: The role of wall geometry, construction quality, and material properties	10
WITHDRAWAL – Administrative Duplicate Publication: Statistical Analysis of Japan Wood Frame Building Earthquake Debris Extent and Its Use in Road Networks in Japan	10
Updating proxy‐based site amplification map with in‐situ data in Osaka, Japan: A Bayesian scheme based on uncertainty projected mapping	10
Effective Seismic Retrofit of URM Parapets Using Mechanical Anchors as Vertical Reinforcement	10
Comparing subduction ground‐motion models to observations for Cascadia	10
	10
Investment planning for earthquake‐resilient electric power systems considering cascading outages	10
Vertical‐Component Seismic Response and System Identification of a 52‐Story High‐Rise Building Using Earthquake Data	10
Predictive kappa ( κ ) models for Turkey: Regional effects and uncertainty analysis	10
A rupture directivity adjustment model and its application in seismic hazard	10
A framework for the rapid assessment of seismic upgrade viability using performance‐based earthquake engineering	10
Earthquake‐induced building damage recognition from unmanned aerial vehicle remote sensing using scale‐invariant feature transform characteristics and support vector machine classification	10
Seismic safety of informally constructed reinforced concrete houses in Puerto Rico	10
Bayesian parameter estimation of duration‐based variables used in post‐earthquake building recovery modeling	10
Fragility modeling practices and their implications on risk and resilience analysis: From the structure to the network scale	10
Field characterization of areas in İskenderun affected by liquefaction during the 2023 Kahramanmaraş earthquake	9
Deep neural network–powered ground‐motion models for acceleration spectrum intensity, Housner’s spectrum intensity, and displacement spectrum intensity	9
Variability and uncertainty of variance components in fixed‐effects and mixed‐effects ground‐motion models	9
Regional seismic velocity model for the U.S. Atlantic and Gulf Coastal Plains based on measured shear wave velocity, sediment thickness, and surface geology	9
Scaling, Matching, and Variability: Effects of Time Series Selection in Performance of Code‐Compliant Bridges	9
A refined simulation method of building earthquake evacuation processes considering multi‐exits and time‐variant velocities	9
Lessons in business recovery following the 2023 Kahramanmaraş earthquake sequence, Türkiye informed by women entrepreneurs	9
	9
CORRIGENDUM TO “Ranking and developing ground‐motion models for Southeastern Africa”	9
Directionality of FIV3 ground‐motion intensities during the 6 February 2023 Kahramanmaraş, Türkiye earthquake doublet	9
High‐resolution post‐earthquake recovery simulation: Impact of safety cordons	9
Empirical Ground‐Motion Model With Spatially Varying Coefficients for Improved Ground‐Motion Prediction Accuracy at Seismic Observation Stations in Japan	9
Front Matter	9
“We ran outside and waited for it to come”: Resident experiences in response to a false earthquake early warning	9
Generation of numerical‐based capacity fragility curves for different aspect ratios of full‐connection gypsum partition walls	9
Use of scenario earthquakes for seismic hazard assessment in low‐seismicity, stable continental regions: A case study from Indiana, USA	9
Torsional Amplification Factors for Floor Response Spectra in Buildings with Nominal Torsion	9
An open‐access simulated earthquake ground‐motion database for an M7 Hayward Fault earthquake in the San Francisco Bay Region	9
A building imagery database for the calibration of machine learning algorithms	9
Soil–structure interaction effects estimated with recursive subspace estimation methods	9
Dead people aren’t resilient	9
Evaluation of Earthquake‐Induced Slope Displacements in Greater Vancouver Based on Probabilistic Framework and Using NBCC 2020 and EqDisp Code Platform	8
Shake-table tests on two 40-ton reinforced concrete U-shaped walls with uniaxial and bidirectional-torsional response	8
Factor Prioritization in FEMA P‐58 Loss Estimation	8
A database and empirical model for earthquake post‐loss amplification	8
Agent-based simulation of the effectiveness of policies for the adoption of seismic retrofits	8
Seismic fragility curves of a historical brick masonry minaret	8
Horizontal ground‐motion model for subduction slab earthquakes using offshore ground motions in the Japan Trench area	8
Impact of parameter selection on seismic loss and recovery time estimates: A variance‐based sensitivity analysis	8
Front Matter	8
The Estimated Carbon Cost of Concrete Building Demolitions following the Canterbury Earthquake Sequence	8
Multi‐criteria decision‐making approach for optimal seismic/energy retrofitting of existing buildings	8
Seismic risk assessment and mitigation analysis of large public school building portfolios in Metro Manila	8
Correlations between spectrum‐based and other ground‐motion intensity measures considering various damping ratios	8
Effects of probability model misspecification on the number of ground motions required for seismic performance assessment	8