Multi‐Hazard Shaking‐Tsunami Fatality Risk Estimation for Coastal Communities
Earthquake Engineering &Structural Dynamics, Volume 55, Issue 11, Page 2618-2633, September 2026.ABSTRACT This study develops a multi‐hazard fatality risk model for a coastal community (Tofino) on Vancouver Island, Canada, subjected to earthquake‐tsunami threats from the Cascadia subduction megathrust events. The model incorporates variable population distributions and uncertain fatality rate models, in addition to other key model components, such
Katsuichiro Goda
wiley +1 more source
Seismic response and fragility analysis of BRB-retrofitted highway pile-slab structures with an improved load-transmission path. [PDF]
Sci RepShen Y +5 more
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Earthquake Engineering &Structural Dynamics, Volume 55, Issue 11, Page 2760-2780, September 2026.ABSTRACT This study investigates the seismic response of moment‐resisting frames retrofitted with a stepping rocking wall, with emphasis on weak‐story mitigation and residual drift reduction under both ordinary and pulse‐like ground motions. Nonlinear response‐history analyses are conducted on 9‐story and 20‐story SAC Los Angeles frames.
Mehrdad Aghagholizadeh
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A finite element reliability analysis platform for damage index-based fragility assessment of RC bridges. [PDF]
Sci RepSong H, Kim M, Lee YJ, Kim TH, Lee S.
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Earthquake Engineering &Structural Dynamics, Volume 55, Issue 11, Page 2897-2915, September 2026.ABSTRACT Estimation of the time required for damaged building components to return to their pre‐earthquake conditions through repair is a critical element in assessing the seismic resilience of buildings, and it requires consideration of uncertainty.
Tomoaki Nishino +5 more
wiley +1 more source
Evaluation of seismic behavior and collapse capacity of dual RC frame-shear wall structures considering soil-structure interaction under varying soil conditions. [PDF]
Sci RepYousefi A, Tehrani P.
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Earthquake Engineering &Structural Dynamics, Volume 55, Issue 11, Page 2930-2947, September 2026.ABSTRACT Self‐centering rocking structures outperform conventional ones since they show zero post‐earthquake damage and excellent recentering; however, their applications remain limited due to concerns that rocking is extremely sensitive and nonrepeatable. This paper investigates the repeatability and parasitic out‐of‐plane motion of controlled rocking
Antonios A. Katsamakas
wiley +1 more source
Impact of Earthquake Hazard on Various Structures-A Case Study in Myanmar. [PDF]
ScientificWorldJournalHaque MF.
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Earth Surface Processes and Landforms, Volume 51, Issue 9, September 2026.Numerical modelling of earthquake‐induced progressive rock slope damage in the paraglacial Serpentine valley, Prince William Sound, Alaska. Repeated seismicity generates rock mass damage that may have conditioned areas of the slope for failure during present‐day ice retreat.
Molly E. McCreary +5 more
wiley +1 more source
Performance Evaluation and Field Validation of Next-Generation QMEMS Accelerometers for Seismology, Structural Health Monitoring, and Impact-Based Earthquake Early Warning. [PDF]
Sensors (Basel)Patanè D +6 more
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