Reprint

Damage Diagnosis and Safety Assessment of Bridge Structures under Multiple Hazards

Edited by
December 2023
244 pages
  • ISBN978-3-0365-9763-8 (Hardback)
  • ISBN978-3-0365-9762-1 (PDF)

This book is a reprint of the Special Issue Damage Diagnosis and Safety Assessment of Bridge Structures under Multiple Hazards that was published in

Business & Economics
Environmental & Earth Sciences
Social Sciences, Arts & Humanities
Summary

The states of bridge structures decline over time due to various degradation processes, such as creep, corrosion, and cyclic loading. During its life cycle, a bridge also faces the great threat of multiple hazards, such as winds, earthquakes, collisions, waves, landslides, and so on. Structural damages in an existing bridge affect operational and structural safety and weaken the sustainability of bridges. Therefore, advanced damage diagnosis techniques and safety assessment methods are strongly required to ensure structural safety and achieve infrastructure sustainability. This Special Issue aims to bring together recent scientific developments in probabilistic hazard analysis, structural exposure models, damage diagnosis methods, testing and measurement techniques, dynamic behavior and protection technology, damage mechanisms, risk assessment framework, and resilience-based approaches. Since we have past one year since this Special Issue opened, thirteen papers have been published, the majority of which focus on the structural safety assessment of bridges under wind, earthquake, collision, wave, etc. The Guest Editors believe that this reprint will provide important theoretical and technical support for bridge damage diagnosis and safety assessment and promote communication and cooperation between design, construction, research, teaching, and production.

Format
  • Hardback
License
© 2022 by the authors; CC BY-NC-ND license
Keywords
self-consolidating concrete; micro-steel fiber; high admixture; mechanical performance; grid pile foundation; ABAQUS; load-bearing performance; Monte Carlo method; safety assessment; sea-crossing bridges; triangle elevation; leveling method; dynamic compensation; total station; harsh environment; long distance; sea-crossing elevation; combined survey platform; numerical simulation; strong wave and deep-water conditions; wave-current load; working performance; arch bridge; ultimate span length; theoretical analysis; high-performance material; strength; stability; bridge; near-fault earthquake; vertical separation; eccentric impact; failure mode; pounding; prefabricated frame bridge; seismic behaviors; small and medium bridge; near-fault earthquake; vertical separation; seismic responses; stopper damage; numerical method; conformal mapping; closed box girder; sliding searching method; flutter performance; aerodynamic forces; streamlined box girder; coupled vibration; potential flow; second-order component; bridge engineering; temperature gradient; numerical simulation; parameter sensitivity; steel slag; concrete-filled double-skin steel tube (CFDST); T-joint; seismic performance; concrete-filled steel tubular (CFST); laced piers; modeling method; seismic performance; design optimization