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Disaster Mitigation, Risk Reduction, and Resilience Design of Engineering Structures

Disaster Mitigation, Risk Reduction, and Resilience Design of Engineering Structures

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The disaster mitigation, risk reduction, and resilience design of engineering structures under natural hazards are topics of great interest, as well as being crucial for protecting human life and reducing economic losses. In recent decades, with the help of emerging knowledge regarding the mechanisms of natural hazards, new methods and facilities for disaster mitigation and risk reduction are being developed. Furthermore, resilience designs have been proposed for the improvement of post-disaster retrofits and repairs for modern engineering structures. This Special Issue is dedicated, but not limited, to current research on theoretical, computational, experimental, and relevant research works regarding advanced methods in the disaster mitigation, risk reduction, and resilience design of engineering structures, including methodologies and innovations on mechanical performance evaluation; modeling technologies and simulations of failure mechanisms; methodologies regarding vulnerability, risk, reliability, and resilience assessment; applications of disaster mitigation and risk reduction; and innovative and advanced design methodologies for the resilience design of engineering structures under earthquakes, fires, winds, and tsunamis.

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Keywords

  • aluminum alloy portal frame
  • assembled beam-only connected reinforced concrete shear walls
  • beam-column joints
  • buckling analysis
  • concrete-filled double-skin steel tube
  • coupling beams
  • cross-sectional ultimate bending moment
  • damage mode
  • derailment containment provisions
  • derailment tests
  • discrete element method
  • dynamic amplification
  • dynamic response
  • ECC
  • Error analysis
  • experimental study
  • failure mechanism
  • finite element analysis
  • frame structures
  • gas-insulated transmission line (GIL)
  • group piles
  • horizontal load
  • IDA
  • initial stiffness
  • Kerr foundation model
  • lateral soil displacements
  • load–displacement
  • Numerical analysis
  • Numerical Simulation
  • orthogonal design method
  • parameter sensitivity analysis
  • performance-based seismic design
  • plate structures
  • post-derailment safety device
  • prefabricated ECC/RC shear wall
  • protection facility
  • SCCFST arched protective door
  • seismic energy dissipation
  • seismic fragility analysis
  • seismic performance
  • seismic retrofit
  • seismic risk reduction
  • seismic strengthening
  • seismic vulnerability
  • shielding effect
  • socket-type keyway
  • steel DCP
  • Structural optimization
  • tunnel–soil–pile interaction
  • ultimate bearing capacity
  • ultimate load capacity
  • vertical load

Links

DOI: 10.3390/books978-3-7258-0948-6

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