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Designing a structure involves a series of considerations, primarily the material's ultimate strength, calculated through tests that measure changes under increased force until the material reaches its breaking point or limit. The ultimate load, where the material breaks, is divided by its original cross-sectional area, resulting in the ultimate normal stress or strength. The ultimate shearing stress is another significant factor taken into account.
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Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
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The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
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Beyond tsunami fragility functions: experimental assessment for building damage estimation.

Ruben Vescovo1, Bruno Adriano2, Erick Mas2

  • 1Department of Civil and Environmental Engineering, Tohoku University, Aoba 468-1, Aramaki, Aoba-ku, Sendai, 980-8572, Japan.

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Tsunami fragility functions (TFF) show potential for binary damage estimation but struggle with multiple classes. A novel machine learning approach demonstrates better generalization for tsunami building damage assessment.

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Area of Science:

  • Disaster science
  • Computational statistics
  • Machine learning

Background:

  • Tsunami fragility functions (TFF) are statistical models relating tsunami intensity to building damage probability.
  • Research is shifting from statistical estimators to deep learning in disaster science.
  • TFFs are valuable for disaster signatures but rarely used for direct damage estimation.

Purpose of the Study:

  • Investigate TFF applicability for building damage estimation.
  • Compare TFF application methodologies with a novel machine learning approach.
  • Evaluate model generalization on out-of-domain datasets.

Main Methods:

  • Selected three TFFs and two application methodologies for baseline damage estimation.
  • Developed a machine learning method trained on physical parameters beyond TFF intensity measures.
  • Tested methods on the 2011 Ishinomaki dataset (Great East Japan Earthquake and Tsunami) in binary and multi-class scenarios.

Main Results:

  • Both TFF methods and the proposed machine learning model achieved good binary damage estimation results.
  • TFF methods exhibited limitations in multi-class scenarios and out-of-domain generalization.
  • The novel machine learning approach demonstrated superior generalization capabilities.

Conclusions:

  • TFFs offer a baseline for binary tsunami damage assessment.
  • A simple machine learning model trained on expanded physical parameters shows improved generalization for tsunami-induced building damage.
  • Further research should focus on enhancing the generalization of damage estimation models for diverse tsunami events.