找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

Titlebook: Experimental Vibration Analysis for Civil Engineering Structures; EVACES 2023 - Volume Maria Pina Limongelli,Pier Francesco Giordano,Alfr C

[复制链接]
楼主: 异国
发表于 2025-4-1 04:14:07 | 显示全部楼层
发表于 2025-4-1 09:26:49 | 显示全部楼层
First Applications and Results of the SHM of Residential Buildings in Italy,ments, are described, starting from the preliminary dynamic identification of the building to the monitoring system design and installation. The architecture for data acquisition, transfer and storage are also discussed. Moreover, some results of the monitoring are presented, and their relevance in
发表于 2025-4-1 13:41:27 | 显示全部楼层
发表于 2025-4-1 16:11:18 | 显示全部楼层
发表于 2025-4-1 20:34:33 | 显示全部楼层
发表于 2025-4-1 23:51:30 | 显示全部楼层
Vibration-Based Monitoring of Continuous Welded Rails, and under varying boundary conditions and stress. Three ML models were developed using hyperparameter search optimization techniques and k-fold cross validation to infer the stress or the RNT the frequencies of vibration extracted from the time waveforms obtained from two accelerometers temporarily
发表于 2025-4-2 04:51:05 | 显示全部楼层
发表于 2025-4-2 09:37:40 | 显示全部楼层
A Simulation Study on Characterizing Transfer Functions of Railway Tracks Using Train-Borne Laser Dance through comparison with simulated impact hammer tests. We find that the transfer function estimated under a moving excitation is close to but noisier than that estimated under an impact load. Partial measurement affects the estimation performance significantly, and a wider sleeper provides a be
发表于 2025-4-2 13:25:32 | 显示全部楼层
2366-2557 system and model identification; coupled dynamical systems (including human–structure, vehicle–structure, and soil–structureinteraction); and application of advanced techniques involving the Internet of Things, robot, UAV, big data and artificial intelligence.978-3-031-39111-8978-3-031-39109-5Series ISSN 2366-2557 Series E-ISSN 2366-2565
发表于 2025-4-2 18:36:13 | 显示全部楼层
Getriebe für aussetzende Bewegung, so its structural response to external actions. The area where the bridge is located is subjected to the landslide of a mountainside which causes differential movements in the foundations. Ambient vibration tests were performed to characterize the dynamic response of the structure in operational c
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 SITEMAP 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-5-20 06:30
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表