基于模拟退火算法的公路隧道结构抗震性能设计方法

Chuanfu Yang, Xiujiang Fu, K. Zhu, Jian Zhang, Chunyang Xiong
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引用次数: 0

摘要

为了提高公路隧道的抗震性能和检测能力,提出了一种基于模拟退火算法的公路隧道性能抗震设计方法。以模型材料、公路隧道结构设计参数和框架结构在地震作用下的配重为约束指标参数集,构建了公路隧道抗震结构性能试验模型。采用参数自适应估计方法对公路隧道结构抗震强度和重载参数的影响系数进行了估计。采用模拟退火算法建立地震拉应力特征方程,通过参数优化实现公路隧道结构抗震设计。试验结果表明,该方法的抗震性能检测能力较好,张力预测精度可达99.3%,提高了公路隧道结构的稳定性。
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Performance Seismic Design Method of Highway Tunnel Structure Based on Simulated Annealing Algorithm
In order to improve the anti-seismic performance and detection ability of highway tunnel, a performance-based anti-seismic design method of highway tunnel based on simulated annealing algorithm is proposed. Taking model material, design parameters of highway tunnel structure and counterweight of frame structure under earthquake excitation as constraint index parameter set, the seismic structural performance test model of highway tunnel is constructed. The parameter adaptive estimation method is used to estimate the influence coefficient of seismic strength and heavy load parameters of highway tunnel structure. The characteristic equation of seismic tensile stress is established by simulated annealing algorithm, and the seismic design of highway tunnel structure is realized by parameter optimization. The test results show that the seismic performance detection ability of this method is good, and the tension prediction accuracy can reach 99.3%, which improves the stability of highway tunnel structure.
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