Damage mechanism and assessment of precast double-column bridge piers under blast impact
Author:
Funder
National Natural Science Foundation of China
Natural Science Foundation of Jiangsu Province
Publisher
Elsevier BV
Reference30 articles.
1. Analysis of a bridge collapsed by an accidental blast loads;Wang;Eng. Fail. Anal.,2014
2. Deformation and energy dissipation of steel box girders of cable-stayed bridges subjected to blast loadings;Zhu;Sustain. Struct.,2023
3. Experimental and numerical investigation of seismic performance of prefabricated double-column piers used in accelerated bridge construction;Zhang;Eng. Struct.,2023
4. Experimental study on behavior and failure mode of PSRC bridge pier under close-in blast loading;Liu;J. Bridge Eng.,2021
5. Field test and probabilistic vulnerability assessment of a reinforced concrete bridge pier subjected to blast loads;Lv;Eng. Fail. Anal.,2023
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1. Prediction and analysis of damage to RC columns under close-in blast loads based on machine learning and Monte Carlo method;Engineering Structures;2024-11
2. A rapid damage assessment framework for regular RC frame structures under external explosions;Structures;2024-10
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