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某跨河大桥船撞概率风险分析

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依托JTG/T 3360-02-2020《公路桥梁抗撞设计规范》,基于船撞概率风险分析方法,对某跨河大桥开展了船撞概率风险评估分析,通过桥墩抗撞能力FD来计算桥墩的实际失效概率.结果表明:桥墩总失效概率为1.41×10-2,远大于失效概率设计值(1×10-4);3座主墩上的失效概率占比最大,现状桥墩的预估抗撞能力达不到失效概率限值下需要的抗撞力;基于现状通航条件,当桥梁失效概率满足船撞作用设防水准L2水准要求时,主墩和过渡墩的设防代表船型分别为5 000 t级和1 000 t级船舶;本次计算未考虑防撞设施的影响,建议采取加固措施来提升桥梁防撞能力.
Probability and Risk Analysis of Ship Collision for a River-Crossing Bridge
Based on the JTG/T 3360-02-2020 Specifications for Collision Design of Highway Bridges,employing the ship collision probability risk analysis method,this paper conducted a ship collision probability risk assessment analysis for a river-crossing bridge.The collision resistance capacity FD of the bridge piers was used to calculate the actual failure probability of the bridge piers.The results show that the total failure probability of bridge piers is 1.41×10-2,which is much larger than the design value of failure probability(1×10-4).The probability of failure is concentrated on the three main piers,and the estimated collision resistance of the current bridge piers doesn't satisfy the required collision resistance under the limit of failure probability.Based on the current navigational conditions,when the probability of bridge failure meets the L2 level requirements,the representative ship types for the defense of the main pier and transition pier are 5 000 t-class and 1 000 t-class ships.The impact of anti-collision facilities is not considered in this calculation,and it is recommended to employ reinforcement measures to enhance the bridge's anti-collision capacity.

river-crossing bridgefailure probabilitydefensive representative ship typecollision resistance performance

邹长春、邬明亮

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广东和立土木工程有限公司,广东 广州 511400

广东省交通规划设计研究院集团股份有限公司,广东 广州 510507

信阳学院,河南 信阳 464000

跨河大桥 失效概率 设防代表船型 抗撞性能

2024

上海建材
上海市建材科技情报研究所

上海建材

影响因子:0.269
ISSN:1006-1177
年,卷(期):2024.(5)