首页|香溪长江大桥施工风险联合评估模型研究及应用

香溪长江大桥施工风险联合评估模型研究及应用

扫码查看
文中以香溪长江大桥主拱肋合龙利用施工风险模型构建为例,考虑先验数据与主拱肋合龙误差的因果关系,构建贝叶斯网络拓扑结构.以中心极限定理(CLT)方式,利用动态多源监控数据更新网络中父节点先验分布.有限元分析与BP神经网络结合,在合龙误差与系列影响参数之间建立对应关系,通过蒙特卡罗法确定了概率分布,实现了联合施工风险误差的定量预测.结果表明:香溪长江大桥的拱肋竖向误差风险概率具有传递性,拱肋合龙误差在75~125 mm的风险等级达到了 Ⅳ级,因此施工过程中应该对锚索预应力、扣塔偏移、当地气温严密监控.施工风险联合预测模型的计算值与工程实际合龙控制误差趋势吻合.
Study and Application of Joint Assessment Model for Construction Risk of Xiangxi Yangtze River Bridge
Taking the construction risk model of main arch rib closure of Xiangxi Yangtze River Bridge as an example,considering the causal relationship between prior data and main arch rib closure error,a Bayesian network topology structure was constructed.Using the central limit theorem(CLT),the prior distribution of parent nodes in the network was updated by using dynamic multi-source monito-ring data.By combining finite element analysis with BP neural network,the corresponding relation-ship between closure error and a series of influencing parameters was established.The probability dis-tribution was determined by Monte Carlo method,and the quantitative prediction of joint construction risk error was realized.The results show that the risk probability of arch rib vertical error of Xiangxi Yangtze River Bridge is transitive,and the risk level of arch rib closure error is(75~125)mm,reac-hing Grade Ⅳ.Therefore,the prestress of anchor cable,tower buckling deviation and local tempera-ture should be closely monitored during construction.The calculated value of the joint prediction mod-el of construction risk is consistent with the trend of closure control error in engineering practice.

steel truss arch bridgeBayesian joint risk assessmentclosure error

何林、梁冠亭、李庆轩、付军、余昆

展开 >

武汉市市政建设集团有限公司 武汉 430056

武汉理工大学交通与船海学部 武汉 430070

中铁大桥局七公司 武汉 430056

钢桁架拱桥 贝叶斯联合风险评估 合龙误差

国家自然科学基金

51708433

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(1)
  • 14