An efficient computational model for large-scale structures based on improved hippopotamus optimization and time-domain inversion

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Siyuan Li , Jing Li , Jianyun Chen , Qiang Xu , Jiahui Guo , Xiangyu Cao , Pengfei Liu
{"title":"An efficient computational model for large-scale structures based on improved hippopotamus optimization and time-domain inversion","authors":"Siyuan Li ,&nbsp;Jing Li ,&nbsp;Jianyun Chen ,&nbsp;Qiang Xu ,&nbsp;Jiahui Guo ,&nbsp;Xiangyu Cao ,&nbsp;Pengfei Liu","doi":"10.1016/j.soildyn.2025.109735","DOIUrl":null,"url":null,"abstract":"<div><div>Seismic safety assessment of large concrete dams necessitates comprehensive consideration of soil-structure interaction (SSI) effect. However, excessive computation time for soil-structure models limits seismic samples. Furthermore, the simplified homogeneous foundation assumption neglects joints and cracks, leading to large discrepancies between simulated and measured seismic responses. To address these issues, this study proposes an efficient computational model (hereafter termed the equivalent model) construction method based on time-domain foundation model identification using the improved Hippopotamus optimization algorithm (IHO-TFMI), with the core program being open-source. Specifically, this study establishes a surrogate foundation model with clear physical mechanisms at structural boundaries, then derives a response surface between foundation model parameters and structural response errors by integrating SSI mechanisms. The IHO is proposed for the solution space features of the objective function, ultimately yielding a precise equivalent model. Three case studies with varying complexity demonstrate the method's reliability. The results show that the constructed structural equivalent model achieves excellent agreement with the SSI model, with the MSE of time-history responses reduced below 0.01. Computationally, the 3D equivalent model reduces calculation time by 92 % and storage usage by 99.8 % compared to the SSI model. Meanwhile, IHO outperforms other optimizers in global search capability, and the self-developed TFMI program reduces optimization time from days (with direct FEM software calls) to minutes. In conclusion, the proposed method provides an efficient and accurate alternative to traditional large-scale complex foundation modeling, facilitating advancements in research requiring massive seismic sample iterations, particularly in seismic fragility analysis of large-scale structures.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"200 ","pages":"Article 109735"},"PeriodicalIF":4.6000,"publicationDate":"2025-08-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125005287","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

Seismic safety assessment of large concrete dams necessitates comprehensive consideration of soil-structure interaction (SSI) effect. However, excessive computation time for soil-structure models limits seismic samples. Furthermore, the simplified homogeneous foundation assumption neglects joints and cracks, leading to large discrepancies between simulated and measured seismic responses. To address these issues, this study proposes an efficient computational model (hereafter termed the equivalent model) construction method based on time-domain foundation model identification using the improved Hippopotamus optimization algorithm (IHO-TFMI), with the core program being open-source. Specifically, this study establishes a surrogate foundation model with clear physical mechanisms at structural boundaries, then derives a response surface between foundation model parameters and structural response errors by integrating SSI mechanisms. The IHO is proposed for the solution space features of the objective function, ultimately yielding a precise equivalent model. Three case studies with varying complexity demonstrate the method's reliability. The results show that the constructed structural equivalent model achieves excellent agreement with the SSI model, with the MSE of time-history responses reduced below 0.01. Computationally, the 3D equivalent model reduces calculation time by 92 % and storage usage by 99.8 % compared to the SSI model. Meanwhile, IHO outperforms other optimizers in global search capability, and the self-developed TFMI program reduces optimization time from days (with direct FEM software calls) to minutes. In conclusion, the proposed method provides an efficient and accurate alternative to traditional large-scale complex foundation modeling, facilitating advancements in research requiring massive seismic sample iterations, particularly in seismic fragility analysis of large-scale structures.
基于改进河马优化和时域反演的大尺度结构高效计算模型
大型混凝土大坝的抗震安全评价需要综合考虑土-结构相互作用效应。然而,土-结构模型计算时间过长,限制了地震样品的选取。此外,简化的均质基础假设忽略了节点和裂缝,导致模拟地震反应与实测地震反应差异较大。针对这些问题,本研究提出了一种基于时域基础模型识别的高效计算模型(以下简称等效模型)构建方法,该方法采用改进的河马优化算法(IHO-TFMI),核心程序开源。具体而言,本研究在结构边界处建立具有明确物理机制的替代基础模型,通过整合SSI机制,推导出基础模型参数与结构响应误差之间的响应面。针对目标函数的解空间特征提出了IHO,最终得到了精确的等效模型。三个不同复杂程度的实例验证了该方法的可靠性。结果表明,所构建的结构等效模型与SSI模型具有较好的一致性,时程响应的均方差降至0.01以下。在计算上,与SSI模型相比,3D等效模型的计算时间减少了92%,存储使用减少了99.8%。同时,IHO在全局搜索能力上优于其他优化器,并且自主开发的TFMI程序将优化时间从几天(直接调用FEM软件)缩短到几分钟。总之,该方法为传统的大型复杂地基建模提供了一种高效、准确的替代方法,促进了需要大量地震样本迭代的研究的进步,特别是在大型结构的地震易损性分析方面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信