Abstract
Accelerated anthropogenic global warming has escalated polar ice sheet melting in the Arctic and Antarctic regions, driving massive transfers of mass from continental landmasses into oceanic basins. This large-scale spatial redistribution of mass triggers glacial isostatic adjustment (isostatic rebound) and fundamentally alters stress fields along coastal tectonic fault lines. Coupled with ocean-atmosphere dynamics, increased hydrostatic loading on ocean floors and elevated pore fluid pressure within coastal fault zones significantly lower the threshold for seismic failure, elevating the risk of 7+ Magnitude earthquakes. To safeguard coastal infrastructure against these emerging seismic threats, structural engineering must evolve toward 8+ Magnitude earthquake resilience. This paper provides a comprehensive review of mass redistribution dynamics, structural design paradigms in high-seismic regions (comparing Japanese and Chilean engineering strategies), and a rigorous mathematical formulation of Tuned Mass Damper (TMD) systems based on 2-DOF Mass-Spring-Damper dynamics and Den Hartog's optimal tuning criteria.



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