2026 SCEC/USGS GM-SVU Workshop

Earthquake Ground Motion Simulation Validation & Utilization for Engineering Applications

Date: July 13, 2026 (9:00 AM – 12:00 PM)
Location: Portland, OR at 13NCEE at the Oregon Convention Center, Rooms E141&E142
Workshop Organizers: Sanaz Rezaeian, Nico Luco, Ahmed Elbanna, Tran Huynh

Summary

Simulated earthquake ground motions are useful in engineering applications, from developing ground motion models to improving seismic hazard assessments and performing structural response analyses. Various simulation approaches—including stochastic, physics-based, and hybrid methods—offer unique strengths depending on the intended application. Broader use depends not only on producing realistic waveforms, but also on validating simulations for their intended applications and providing the evidence, uncertainty information, and guidance needed to use them responsibly.

Over the past two decades, major advances have refined ground motion simulations, and coordinated efforts led by the Southern California Earthquake Center (SCEC) have helped bridge the gap between simulation developers and engineering practitioners. Building on this foundation, the Statewide California Earthquake Center and the U.S. Geological Survey convened the 2026 Workshop on Earthquake Ground Motion Simulation Validation and Utilization (GM-SVU) for Engineering Applications during the 13th National Conference on Earthquake Engineering (13NCEE) in Portland, Oregon. The workshop brought together researchers and professionals from earthquake science and engineering to examine two closely related challenges: (1) validating simulated ground motions for use in probabilistic seismic hazard analyses and (2) advancing their broader utilization through engineering guidance and best practices. These efforts are critical for building confidence in simulations and supporting their effective integration into seismic hazard analysis, engineering design, and risk mitigation. The discussions emphasized that “application-ready” cannot be defined by a single universal validation test: PSHA and engineering response analyses use simulations differently and therefore require different evidence.

The workshop featured invited presentations, community discussions, and a panel session on advances in ground motion simulation validation, SCEC simulation capabilities, engineering applications, and future GM-SVU priorities. Building on decades of community earthquake modeling and validated simulation resources, participants examined scientific, engineering, and community priorities needed to advance the validation, accessibility, and broader utilization of ground motion simulations. Panel recommendations focused on matching validation evidence to the intended use, evaluating the complete model configuration and its uncertainties, and delivering simulations with the metadata, model inputs, validation information, and practical guidance needed by downstream users.

A complementary community survey provided additional perspectives from researchers and practitioners to help guide future GM-SVU activities. The survey reinforced the need for engineering guidance, application-specific validation, uncertainty communication, training, and shared community resources.

Key Outcomes

The workshop presentations, community discussions, panel session, and complementary community clarified the scientific, engineering, and community requirements for the validation and utilization of ground motion simulations.

  1. Clarified how validation requirements differ by application: Building on more than a decade of ground motion simulation validation research summarized by Rezaeian et al. (2024), the workshop reviewed validation approaches for both hazard analyses and structural response applications and traced the evolution of qualitative waveform comparisons to application-specific validation metrics. The panel discussion sharpened this distinction: PSHA requires region-specific validation of the ground-motion distribution and its uncertainties, while some RHA applications may rely on broader validation of the simulation method combined with scenario-appropriate motions and evidence of reliable engineering performance. Validation must also cover the complete model configuration and assumptions used in the intended application.
  2. Connected SCEC’s simulation capabilities with validation and user needs: The workshop highlighted current and emerging SCEC capabilities for producing, validating, and distributing ground motion simulations through the CyberShake and Broadband platforms. Presentations demonstrated how community simulation resources, validated datasets, open-source software, and standardized validation tools can fill critical data gaps and expand access to large-scale simulation products. Participants also examined future directions for SCEC’s simulation ecosystem, including AI-enabled workflows for simulation acceleration, uncertainty quantification, informed interpolation, and data analysis; next-generation velocity and site-response models; and cyberinfrastructure connecting earthquake source characterization, wave propagation, validation, and structural response. Discussions emphasized evaluating these components as an integrated model configuration, because validation performed with one combination of source, rupture, velocity, or site assumptions may not transfer to another. Participants also identified the need for simulation products that include standardized metadata, model inputs, validation information, and sufficient provenance for users to determine where and how the simulations can be applied.
  3. Identified requirements and existing pathways for engineering use: Presentations demonstrated applications in seismic hazard analysis, structural and geotechnical engineering, and performance-based design, including international efforts to develop standards and guidelines for validating, disseminating, and utilizing simulated ground motions; the SCEC Utilization of Ground Motion Simulations (UGMS) initiative; and nonlinear response history analysis and collapse-risk assessment. The panel also noted that ASCE 7-22 already allows simulated ground motions to supplement recorded motions in nonlinear response history analysis when suitable records are unavailable. Broader use will require application-ready resources containing raw waveforms, standardized metadata, model inputs, validation and uncertainty information, and practical selection guidance, supported by case histories, practitioner-facing tools, and engagement with engineers, building officials, and standards organizations.
  4. Documented community priorities and barriers to broader use: To complement the workshop, SCEC conducted a community survey that received 26 responses from researchers and practitioners spanning ground motion simulation, validation, hazard analysis, and engineering practice. Engineering Guidance and Best Practices was the highest priority for the next 3–5 years (15 selections), followed by Site Response and Basin Effects (12), Ground Motion Validation Methods (8), and Velocity Model Uncertainty (8). The leading barriers were insufficient validation evidence and the lack of engineering guidance or standards, each identified by 12 respondents, followed by limited training or familiarity, identified by 11. These findings indicate that broader adoption requires not only scientific capability, but also by the guidance, training, and shared resources needed to apply simulations responsibly. See Community Survey Results below for more details.
  5. Connected the communities needed to advance GM-SVU: The workshop brought together 78 participants representing universities, consulting firms, engineering companies, government agencies, research laboratories, professional organizations, and industry from the United States and 10 additional countries. Participants spanned 10 primary discipline areas, including simulation developers, validation researchers, engineering seismologists, hazard and risk analysts, structural, geotechnical, and civil engineers, and building code and standards professionals. The workshop connected expertise across the full simulation-to-application workflow: producing and documenting simulations, evaluating their performance and uncertainty, defining application requirements, and translating validated products into engineering tools, guidance, and standards.

References

  • Rezaeian, S, JP Stewart, CA Goulet, N Luco (2024). Findings from a decade of ground motion simulation validation research and a path forward, Earthquake Spectra, 40(1), 346-378.

Monday, July 13, 2026

All times below Pacific Standard Time (UTC -7)

Presentation materials may be viewed by clicking the links below. PLEASE NOTE: Files are the author’s property. They may contain unpublished or preliminary information and should only be used for reviewing the talk. Only the presentations for which SCEC has received permission to post publicly are included below.

TimeAgenda ItemPresenter
09:00 - 09:10Welcome & Introductions
09:10 - 09:40

Session 1: Ground Motion Simulation Validation (GMSV)
This session provided an overview of the past, present, and future of ground motion simulation validation, setting the stage for discussions throughout the workshop. Speakers highlighted lessons learned from a decade of validation research, including examples involving ground motion characteristics and structural response applications, followed by perspectives on future directions for GMSV within broader GM-SVU activities.

09:10 - 09:20Validation for Applications in Ground Motion Prediction (PDF)Jon Stewart
09:20 - 09:30Lessons Learned from Validation for Structural Response ApplicationsNico Luco
09:30 - 09:40The Path Forward: Establishing the Ground Motion Simulation Validation and Utilization (GM-SVU) Group (PDF)Sanaz Rezaeian
09:40 - 09:50

Community Discussion: Ground Motion Simulation Validation
What key lessons, user needs, and priorities should help guide future GMSV activities and applications?

09:50 - 10:20

Session 2: SCEC Ground Motion Simulations (GMS)
This session provided an overview of current and emerging SCEC ground motion simulation capabilities through CyberShake and the Broadband Platform. Speakers highlighted simulation resources, validation and utilization efforts, data accessibility, and new AI-enabled workflows for simulation acceleration, uncertainty quantification, informed interpolation, and data analysis.

09:50 - 10:00From Simulation to Validation: Filling Data Gaps with the SCEC CyberShake Platform (PDF)Xiaofeng Meng
10:00 - 10:10Ground Motion Validation on Your Laptop: The SCEC Broadband Platform and GMSV Toolkit (PDF)Kim Olsen
10:10 - 10:20The Future of Ground Motion Simulation at SCEC: Innovation, Validation, and Community Impact (PDF)Ahmed Elbanna
10:20 - 10:30

Community Discussion: Simulation Infrastructure & Accessibility
What computing, storage, access, and analysis needs should help guide future development and utilization of large-scale ground motion simulations?

10:30 - 11:00Break & Networking
11:00 - 11:30

Session 3: Toward a Global View and Utilization of Ground Motion Simulations
This session focused on the broader use of simulated ground motions for hazard and risk analyses, as well as for structural, geotechnical, and infrastructure engineering applications. Speakers highlighted specific user needs, emerging utilization platforms and visualization tools, and applications that inform the USGS National Seismic Hazard Model and tall building fragility assessments. The presentations illustrated how validation evidence, accessible tools, engineering guidance, and demonstrated applications can help move simulations from research into hazard and engineering workflows.

11:00 - 11:10Developing International Standards and Guidelines for Validating, Disseminating, and Utilizing Simulated Earthquake Ground Motions (PDF)Brad Aagaard
11:10 - 11:20Meeting the Need for Site-Specific, Long-Period MCER Response Spectra: The SCEC UGMS Tool for LA (PDF)Edric Pauk
11:20 - 11:30Insights From Applying Simulated Ground Motions for Performance-Based Design of BuildingsGreg Deierlein
11:30 - 12:00

Panel Discussion: What is the Path Forward for GM-SVU?
Panelists explored priorities, partnerships, and future opportunities for expanding the use of earthquake ground motion simulations in hazard and engineering applications, and discussed potential paths forward for the GM-SVU community. The discussion examined what is required to make simulations application-ready for PSHA and RHA, including application-specific validation evidence, treatment of model assumptions and uncertainty, adequate simulation ensembles, curated datasets and metadata, engineering selection tools and standards, and computational and observational infrastructure. (PDF)



Panelists: CB Crouse (AECOM), Norm Abrahamson (UC Berkeley), Felipe Kuncar (University of Canterbury)

Registrants

The workshop attracted 78 registrants from universities, consulting firms, government agencies, research laboratories, professional organizations, and industry representing the United States and 10 additional countries. The broad disciplinary representation closely reflected the workshop’s goal of bringing together the communities involved in developing, validating, and applying ground motion simulations. Participants spanned the full simulation-to-application workflow, including simulation development, validation, seismic hazard and risk analysis, structural and geotechnical engineering, engineering practice, data and computational infrastructure, and codes and standards. This breadth was essential to connecting scientific capabilities with the evidence, tools, and guidance needed for practical use.

Last NameFirst NameOrganization
AagaardBradUSGS
AbrahamsonNormUC Berkeley
Arismendi-PardiMiguelGFT Infrastructure, Inc.
BassalPatrickThe Ohio State University
BaylessJeffAECOM
BelaJamesOregon Earthquake Awareness
BowenMcKellPCS Structural Solutions
CabasAshlyNorth Carolina State University
CracoliciJonGeoEngineers, Inc.
CrouseCBAECOM
DebAngshumanDegenkolb Engineers
DeierleinGregStanford University
DhakalRibuUniversity of British Columbia
DongYufengJuniata College
EfthymiouElinaSouth Dakota State University
EladlyMohammedJohns Hopkins University
ElbannaAhmedUSC / SCEC
ElgendyMohamed AmirRensselaer Polytechnic Institute
GasparDanielDegenkolb Engineers
GaterTaylorGeoEngineers, Inc.
HaririAminNIST / UMD
HerreraMelisaOklahoma State University
HugginsRichardRetired
HuynhTranSCEC / USC
HydeSandraInternational Code Council
InocenteItaloChiba University
JampoleEzraExponent
JangArumKorea University
JeremicBorisUCDavis and LBNL
K CSajanUniversity of Southern California
KanadeAditiMott MacDonald
KanellopoulosConstantinosETH Zurich
KempnerLeonBPA
KenawyMahaOklahoma State University
KhannaPallaviIIT Roorkee
KishidaTadahiroKhalifa University
KlyachkoMarkReg. Alliance for Disaster Analysis & Reduction
KolajMichalNatural Resources Canada
KuncarFelipeUniversity of Canterbury
LopezAlvaroPontificia Universidad Catolica de Valparaiso (PUCV)
LouieJohnTerēan
LucoNico(las)USGS
MahoneyMikeATC / Retired FEMA
MakdisiFaizGFT
ManandharSatishUniversity of South Carolina
MazzoniSilviaConsultant
MengXiaofengUSC / SCEC
MitraDevMoody's
MivehchiMazUniversity of California Davis
Nelson-OwusuKofiWashington County
NisarAhmedInfraTerra, Inc.
NwekeChukwuebukaUniversity of Southern California
NyeTaraAECOM
OlsenKimSan Diego State University
PajaroCesarUniversity of Canterbury
ParkSangwookChung-Ang University (Seoul, South Korea)
PaukEdricSCEC / USC
PretellRenminUniversity of Nevada, Reno
RezaeianSanazUSGS
RhoadesKateUniversity of Colorado Boulder
Sánchez-SesmaFranciscoUniversidad Nacional Autónoma de México (UNAM)
SanonChristinaGreenfield Geotechnical
SarmadiHamidBechtel Corporation
SiHongjunSRI, Tokyo, Japan
StanleySamanthaUC Berkeley Seismology Lab
StewartJonUCLA
TangYuxiang (Gideon)University of Melbourne
TariqMoizUniversity of Texas at San Antonio, USA
Torres-SalazarRolandoUniversidad Mariano Gálvez-Guatemala
TuncSeyhmusOhio State University
YenierEmrahHaley & Aldrich
ZandiehArashLettis Consultants International, Inc.
ZhangWenyangUT Austin
ZhaoJinyanUniversity of California, Berkeley
EsquivelJuan CarlosJCE Structural Engineering Group
KumarPawanArup
PrasaiAbhilekhTY Lin International (Los Angeles)
WallingMelanieMAW Seismic

Community Survey Results

SCEC conducted a community survey that received 26 responses from researchers and practitioners spanning earthquake science and engineering. Although modest in size, the survey provides useful insight into community priorities related to the validation and utilization of ground motion simulations. The results also help identify the validation evidence, guidance, training, and shared resources needed to support responsible use. Key findings are summarized below.

  1. The survey reflects a broad interdisciplinary community spanning research and practice. The 26 survey respondents represent a diverse cross-section of the earthquake science and engineering community. The largest group identified as academic researchers (9 respondents), followed by engineering practitioners (5), students (3), government researchers (2), and codes and standards professionals (2), with additional representation from postdoctoral researchers, catastrophe risk modeling, and industry. Respondents also reported expertise spanning the full simulation workflow, with the largest representation in ground motion simulation (13 respondents), software and computational tools (13), ground motion validation (12), geotechnical engineering (11), probabilistic seismic hazard analysis (11), and site response (10). This breadth suggests that the survey reflects perspectives from both simulation developers and end users. It also reinforces the need to connect the communities that produce simulations with those responsible for evaluating, applying, and enabling their use.
  2. Confidence is moderate, but the community sees a clear path toward broader application. Most respondents expressed moderate confidence in using physics-based ground motion simulations, with 14 of the 26 respondents rating their confidence as 3 out of 5, while only six respondents rated their confidence as 4 or 5. Although respondents recognized the value of simulations, they indicated that significant work remains before simulations are routinely used in hazard and engineering applications. Rather than identifying computational limitations as the primary obstacle, respondents pointed to insufficient validation evidence (12 respondents), lack of engineering guidance or standards (12), lack of training or familiarity (11), limited acceptance in engineering practice (8), difficulty characterizing or communicating uncertainty (7), and limited availability of representative simulation datasets (7). Collectively, these findings suggest that broader adoption is currently constrained more by community infrastructure—including validation frameworks, engineering guidance, training, and shared resources—than by scientific capability alone. They also suggest that confidence depends on connecting validation evidence to specific uses and delivering simulations with the information needed to evaluate and apply them responsibly.
  3. Engineering guidance and validation are the community’s highest priorities. When asked to identify the three most important priorities for the next 3–5 years, Engineering Guidance and Best Practices received the largest number of selections (15 respondents), followed by Site Response and Basin Effects (12), Ground Motion Validation Methods (8), and Velocity Model Uncertainty (8). Respondents likewise identified engineering guidance (11 respondents), application case studies (9), comprehensive validation (7), and improved communication of uncertainty (7) as the activities most likely to increase confidence in using simulations. Together, these responses indicate that the community’s highest priority is developing practical guidance and validation resources that support the routine use of simulations in hazard and engineering applications. This includes clarifying what evidence is needed for different applications, documenting uncertainty, and demonstrating reliable use through benchmark studies and case histories.
  4. Scientific priorities are closely tied to engineering needs. Among the scientific topics identified for future work, respondents placed the greatest emphasis on site response and basin effects, ground motion validation, and velocity model uncertainty. Rather than viewing these as purely research challenges, respondents consistently linked them to improving confidence in engineering applications, reducing uncertainty, and supporting broader acceptance of physics-based simulations within seismic hazard analysis and engineering practice. These topics directly affect whether simulations represent the source, propagation, and site conditions relevant to an intended hazard or engineering decision.
  5. The survey identifies a clear role for a future GM-SVU Technical Activity Group. Respondents expressed strong interest in a coordinated community effort focused on developing engineering guidance, validation frameworks, benchmark datasets, uncertainty quantification, and training resources. Many also indicated a willingness to contribute directly to future activities, including engineering guidance (12 respondents), simulation development (11), and validation for probabilistic seismic hazard analysis (10). Collectively, the survey suggests that a future GM-SVU Technical Activity Group could have its greatest impact by coordinating community best practices, developing trusted validation resources, and strengthening collaboration between simulation researchers and engineering practitioners. Accessible, well-documented simulation products and application-specific validation guidance provide concrete opportunities for this coordination.

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