一个多目标优化评估模型,用于斜坡的地震性能,并通过堆系统进行增强
Lei Xue1,2,3, Longfei Li4, Chao Xu5,6,7
1Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China. xuelei@mail.iggcas.ac.cn.
Scientific reports
|February 29, 2024
概括
本研究引入了一种多目标优化评估 (MOE) 模型,以评估堆增强斜坡的地震性能. 该模型通过考虑斜坡稳定性和堆系统本身来提高安全性.
科学领域:
- 地质技术工程 地质技术工程
- 地震工程的工程是地震工程.
- 斜坡稳定性分析
背景情况:
- 柱系统对于加强地震坡度至关重要.
- 堆系统的故障和地震负荷下的斜坡仍然发生.
- 现有的评估模型不足以解决堆系统的安全问题.
研究的目的:
- 开发一个多目标优化评价 (MOE) 模型,用于评估堆增强斜坡的地震性能.
- 将斜坡稳定性,堆系统安全性和动态响应整合到统一的评估框架中.
- 提供一个全面的方法来评估地震强化效应.
主要方法:
- 提出了一个多目标优化评估 (MOE) 模型.
- 纳入的负指数:斜坡位移,加速放大因子,堆位移和位移.
- 使用的中间指数:防滑堆曲矩,剪切力和轴力.
- 综合主观和客观权重来确定综合指数权重.
主要成果:
- MOE模型全面评估了地震性能.
- 它考虑了诸如斜率位移,动态响应和堆系统内的结构力等关键因素.
- 该模型提供了对地震强化有效性的加权评估.
结论:
- 开发的MOE模型为评估用杆杆系统加强的斜坡提供了一种新的方法.
- 它解决了先前模型的局限性,包括了堆系统本身的安全性.
- 该模型为未来的地震强化项目提供了有价值的工具.
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