Damage Diagnosis and Safety Assessment of Bridge Structures under Multiple Hazards

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 dama...

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Other Authors: Wei, Kai (Editor), Zhang, Mingjin (Editor), Zhong, Jian (Editor), Pang, Yutao (Editor)
Format: Electronic Book Chapter
Language:English
Published: Basel MDPI - Multidisciplinary Digital Publishing Institute 2023
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DOAB: description of the publication
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700 1 |a Wei, Kai  |4 oth 
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245 1 0 |a Damage Diagnosis and Safety Assessment of Bridge Structures under Multiple Hazards 
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520 |a 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. 
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653 |a mechanical performance 
653 |a grid pile foundation 
653 |a ABAQUS 
653 |a load-bearing performance 
653 |a Monte Carlo method 
653 |a safety assessment 
653 |a sea-crossing bridges 
653 |a triangle elevation 
653 |a leveling method 
653 |a dynamic compensation 
653 |a total station 
653 |a harsh environment 
653 |a long distance 
653 |a sea-crossing elevation 
653 |a combined survey platform 
653 |a numerical simulation 
653 |a strong wave and deep-water conditions 
653 |a wave-current load 
653 |a working performance 
653 |a arch bridge 
653 |a ultimate span length 
653 |a theoretical analysis 
653 |a high-performance material 
653 |a strength 
653 |a stability 
653 |a bridge 
653 |a near-fault earthquake 
653 |a vertical separation 
653 |a eccentric impact 
653 |a failure mode 
653 |a pounding 
653 |a prefabricated frame bridge 
653 |a seismic behaviors 
653 |a small and medium bridge 
653 |a seismic responses 
653 |a stopper damage 
653 |a numerical method 
653 |a conformal mapping 
653 |a closed box girder 
653 |a sliding searching method 
653 |a flutter performance 
653 |a aerodynamic forces 
653 |a streamlined box girder 
653 |a coupled vibration 
653 |a potential flow 
653 |a second-order component 
653 |a bridge engineering 
653 |a temperature gradient 
653 |a parameter sensitivity 
653 |a steel slag 
653 |a concrete-filled double-skin steel tube (CFDST) 
653 |a T-joint 
653 |a seismic performance 
653 |a concrete-filled steel tubular (CFST) 
653 |a laced piers 
653 |a modeling method 
653 |a design optimization 
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856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/132475  |7 0  |z DOAB: description of the publication