Phase Transitions in Collective Damage of Civil Structures under Natural Hazards
Sebin Oh, Jinyan Zhao, Raul Rincon, Jamie E. Padgett, and Ziqi Wang

TL;DR
This paper models urban structural damage under natural hazards as a phase transition phenomenon, revealing how damage patterns shift abruptly and are influenced by structural diversity and modeling uncertainties.
Contribution
It introduces a phase transition framework for understanding collective damage in civil structures, linking physical models to urban risk assessment.
Findings
Damage exhibits phase-transition behavior with abrupt shifts at certain hazard levels.
Structural diversity smooths damage transitions but can lead to critical-like regimes.
Risk metrics can be biased by up to 50% due to modeling practices.
Abstract
The fate of cities under natural hazards depends not only on hazard intensity but also on the coupling of structural damage, a collective process that remains poorly understood. Here we show that urban structural damage exhibits phase-transition phenomena. As hazard intensity increases, the system can shift abruptly from a largely safe to a largely damaged state, analogous to a first-order phase transition in statistical physics. Higher diversity in the building portfolio smooths this transition, but multiscale damage clustering traps the system in an extended critical-like regime (analogous to a Griffiths phase), suppressing the emergence of a more predictable disordered (Gaussian) phase. These phenomenological patterns are characterized by a random-field Ising model, with the external field, disorder strength, and temperature interpreted as the effective hazard demand, structural…
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Taxonomy
TopicsTheoretical and Computational Physics · Earthquake Detection and Analysis · Probabilistic and Robust Engineering Design
