標(biāo)題: Titlebook: Experimental Vibration Analysis for Civil Engineering Structures; EVACES 2023 - Volume Maria Pina Limongelli,Pier Francesco Giordano,Alfr C [打印本頁] 作者: industrious 時(shí)間: 2025-3-21 17:42
書目名稱Experimental Vibration Analysis for Civil Engineering Structures影響因子(影響力)
書目名稱Experimental Vibration Analysis for Civil Engineering Structures影響因子(影響力)學(xué)科排名
書目名稱Experimental Vibration Analysis for Civil Engineering Structures網(wǎng)絡(luò)公開度
書目名稱Experimental Vibration Analysis for Civil Engineering Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Experimental Vibration Analysis for Civil Engineering Structures被引頻次
書目名稱Experimental Vibration Analysis for Civil Engineering Structures被引頻次學(xué)科排名
書目名稱Experimental Vibration Analysis for Civil Engineering Structures年度引用
書目名稱Experimental Vibration Analysis for Civil Engineering Structures年度引用學(xué)科排名
書目名稱Experimental Vibration Analysis for Civil Engineering Structures讀者反饋
書目名稱Experimental Vibration Analysis for Civil Engineering Structures讀者反饋學(xué)科排名
作者: engender 時(shí)間: 2025-3-21 22:21
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/e/image/318948.jpg作者: Immobilize 時(shí)間: 2025-3-22 03:10
https://doi.org/10.1007/978-3-031-39117-0EVACES; Experimental Dynamics; Structural Health Monitoring; Vibration Analysis; System Identification; V作者: 溝通 時(shí)間: 2025-3-22 05:23 作者: 媽媽不開心 時(shí)間: 2025-3-22 11:05 作者: Eviction 時(shí)間: 2025-3-22 15:31 作者: Eviction 時(shí)間: 2025-3-22 18:01 作者: 單調(diào)性 時(shí)間: 2025-3-22 22:00
https://doi.org/10.1007/978-3-030-89254-8 estimates are inaccurate when the model order of the dynamic system is misspecified. In practice, the choice of the model order is either based on heuristics, or it relies on procedures assessing the fit of the identified model to data, disregarding the statistical information content in the obtain作者: 多節(jié) 時(shí)間: 2025-3-23 03:03 作者: Anecdote 時(shí)間: 2025-3-23 06:51
https://doi.org/10.1057/9780230236943es that the structure is linear viscously damped and has a rigid base. Five state-of-the-art state-space-based time domain system identification methods, including two input-output and three output-only, are used to identify the modal properties of the structure by using the seismic vibration data r作者: saturated-fat 時(shí)間: 2025-3-23 13:01 作者: META 時(shí)間: 2025-3-23 16:37 作者: 出汗 時(shí)間: 2025-3-23 18:25 作者: Hallowed 時(shí)間: 2025-3-24 01:48 作者: 破譯密碼 時(shí)間: 2025-3-24 03:48
,Die Gastst?tte und ihre Akteure,lopment and territorial cohesion. However, bridges, which are crucial elements of transportation networks, are increasingly susceptible to degradation caused by growing traffic volumes and severe weather events. Recent research efforts have focused on developing damage-sensitive features specificall作者: patriarch 時(shí)間: 2025-3-24 09:21
Theorien zur Sozialisation im Jugendalter,ifying bridge damage from the response of an instrumented sensing vehicle. Most current methods are based on identifying bridge properties and supervised learning techniques. However, these approaches require data from the bridge at its different states (i.e., healthy and damaged conditions), which 作者: 戰(zhàn)勝 時(shí)間: 2025-3-24 12:29 作者: upstart 時(shí)間: 2025-3-24 16:41
https://doi.org/10.1007/978-3-642-70917-3hile, with the recent growth and advancement in Machine Learning (ML) techniques, data-driven based Structural Health Monitoring (SHM) systems have piqued the interest of many scholars, as they have the potential to provide a fast and accurate solution to damage detection problems. Although some eff作者: iodides 時(shí)間: 2025-3-24 20:18 作者: doxazosin 時(shí)間: 2025-3-25 03:07
https://doi.org/10.1007/978-3-322-91404-0cted visually or using special vehicles called track geometry vehicles (TRVs). These methods are normally labor-expensive and not always effective. In this paper, vibration data collected from in-service trains are employed for the purpose of track monitoring. The proposed approach could be more eff作者: blackout 時(shí)間: 2025-3-25 04:07
Stirnr?der, Gestaltung und Berechnungentional direct method of installing sensors on bridges. However, there are difficulties in realizing the drive-by-bridge inspection: the dynamic response from the vehicle’s accelerometer is strongly affected by the road surface profile and the response of the bridge to vehicle vibration is too weak作者: 打包 時(shí)間: 2025-3-25 08:22
https://doi.org/10.1007/978-3-662-36957-9 requires considerable effort and cost. Therefore, the drive-by method based on track irregularity differences between the first and last vehicles of a train was proposed. However, measuring trains’ track irregularities on first and last vehicles are limited. Thus, extension to the use of asymmetric作者: overshadow 時(shí)間: 2025-3-25 13:23 作者: 本土 時(shí)間: 2025-3-25 19:09 作者: 銼屑 時(shí)間: 2025-3-25 20:08 作者: 恃強(qiáng)凌弱 時(shí)間: 2025-3-26 02:35
Die Chancen der modernen Medizin,es. In particular, the high spatial resolution of the mode shapes is preserved, while computation time and memory requirements are drastically reduced. The proposed method is applied to numerical and experimental data of a beam.作者: commodity 時(shí)間: 2025-3-26 05:20 作者: Instantaneous 時(shí)間: 2025-3-26 09:58
Efficient Subspace-Based Operational Modal Analysis Using Video-Based Vibration Measurements,es. In particular, the high spatial resolution of the mode shapes is preserved, while computation time and memory requirements are drastically reduced. The proposed method is applied to numerical and experimental data of a beam.作者: 致敬 時(shí)間: 2025-3-26 14:49 作者: 窩轉(zhuǎn)脊椎動(dòng)物 時(shí)間: 2025-3-26 17:15
Conference proceedings 2023tures (EVACES), held in Milan, Italy on August 30-September 1, 2023.?The event brought together engineers, scientists, researchers, and practitioners, providing a forum for discussing and disseminating the latest developments and achievements in?all major aspects of dynamic testing for civil enginee作者: GRACE 時(shí)間: 2025-3-26 22:43 作者: uveitis 時(shí)間: 2025-3-27 01:36
,Model Order Selection for?Uncertainty Quantification in?Subspace-Based OMA of?Vestas V27 Blade,ed estimates. In this paper we go back to the roots of the uncertainty propagation in subspace methods and revise it to account for the erroneously chosen model order. The performance of the proposed approach is illustrated on real data collected from a full-scale wind turbine blade.作者: 過度 時(shí)間: 2025-3-27 07:50
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.978-3-031-39119-4978-3-031-39117-0Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Adj異類的 時(shí)間: 2025-3-27 13:14 作者: Expressly 時(shí)間: 2025-3-27 16:23 作者: assail 時(shí)間: 2025-3-27 17:47
Forecasting the Value of Vibration-Based Monitoring Information in Structural Integrity Management,nalyses are used to drive maintenance optimization. Indeed, each outcome of the monitoring system and maintenance strategy is associated with an expected utility and cost. Optimization is performed by determining the lowest expected cost corresponding to a maintenance strategy.作者: CYN 時(shí)間: 2025-3-28 01:05 作者: 不合 時(shí)間: 2025-3-28 03:58
,FE Model Updating of?Cable-Stayed Bridges Based on?the?Experimental Estimate of?Cable Forces and?Moic mass and bearing deformability. The latter is the sensitivity of the natural frequencies to Young’s moduli. Two global optimization algorithms for mutual validation, differential evolution (DE) and particle swarm optimization (PSO), are then implemented for the model calibration.作者: irreducible 時(shí)間: 2025-3-28 07:09
,Physics-Based and?Machine-Learning Models for?Braking Impact Factors, governing equations using the finite difference method. The vehicle is modelled as a two-degrees of freedom system corresponding to the bouncing and pitching motions. The computational efficiency of this model supported an expensive set of analyses, where the parameter values were selected using th作者: phase-2-enzyme 時(shí)間: 2025-3-28 11:34 作者: 搖擺 時(shí)間: 2025-3-28 14:51 作者: lethargy 時(shí)間: 2025-3-28 21:53
Fusing Modal Parameters and Curvature Influence Lines for Damage Localization Under Vehicle Excitats sparse curvature estimates derived from modal parameters with curvature influence lines obtained from the vibration response recorded during vehicle passage. A Kalman filter is employed to fuse these two features, mitigating the error resulting from traffic variations. The effectiveness of the pro作者: SOW 時(shí)間: 2025-3-29 00:00
,An Unsupervised Learning Method for?Indirect Bridge Structural Health Monitoring,state. The damage index is defined from the measured error between the original and the reconstructed CWT images. During testing, the error between the original and the reconstructed CWT is compared with the damage index from the benchmark state to classify the new samples as healthy or damaged. The作者: 不如樂死去 時(shí)間: 2025-3-29 03:40 作者: ANT 時(shí)間: 2025-3-29 09:51 作者: 一條卷發(fā) 時(shí)間: 2025-3-29 11:47 作者: BLAND 時(shí)間: 2025-3-29 15:57
A Data-Driven Approach for Monitoring Railway Tracks Using Dynamic Responses Collected by an In-ser extracted from the raw data. Finally, a multilabel classification algorithm based on the least-square support-vector machine (LS-SVM) is used to classify the type of the defect. Results show that when an LS-SVM is used, 92% accuracy can be achieved for two types of defects, tamping and surfacing us作者: Tdd526 時(shí)間: 2025-3-29 22:48
Bridge Response Fusion Drive-by-Bridge Inspection by Means of Model Updates,two kinds of responses, sensitivity analysis is conducted. Considering the results of sensitivity analysis, a method to fully utilize these responses is designed. The TMCMC is used as a sampling method in the model updating and stiffness is identified. In the investigation, the vibration responses o作者: BLOT 時(shí)間: 2025-3-30 02:38 作者: dearth 時(shí)間: 2025-3-30 06:54
Experimental Vibration Analysis for Civil Engineering StructuresEVACES 2023 - Volume作者: 用不完 時(shí)間: 2025-3-30 09:05 作者: aesthetician 時(shí)間: 2025-3-30 12:30
Nutzentheoretische Lebensqualit?tsmessung using ground motion models, and (iii) no information is available. A numerical case study of a structure in a seismic area is presented, and the effect of different prior information scenarios on the VoI is discussed. The results show that VoI is higher when the prior information is low, indicating作者: 皺痕 時(shí)間: 2025-3-30 20:27
https://doi.org/10.1007/978-3-658-14326-8nalyses are used to drive maintenance optimization. Indeed, each outcome of the monitoring system and maintenance strategy is associated with an expected utility and cost. Optimization is performed by determining the lowest expected cost corresponding to a maintenance strategy.作者: 品嘗你的人 時(shí)間: 2025-3-30 21:37 作者: CRACY 時(shí)間: 2025-3-31 02:59
White Supremacy and the Politics of Race,ic mass and bearing deformability. The latter is the sensitivity of the natural frequencies to Young’s moduli. Two global optimization algorithms for mutual validation, differential evolution (DE) and particle swarm optimization (PSO), are then implemented for the model calibration.作者: 入會(huì) 時(shí)間: 2025-3-31 05:39 作者: Rankle 時(shí)間: 2025-3-31 11:17
https://doi.org/10.1007/978-3-658-05344-4 bridge behaved significantly different in the two loading directions. Furthermore, no coupling between longitudinal and bending or torsional vibrations was observed. The jerk of the braking vehicle shortly before the stop induced significant bending vibrations. The observed dynamic behaviour of the作者: legacy 時(shí)間: 2025-3-31 15:44 作者: overture 時(shí)間: 2025-3-31 19:27
,Die Gastst?tte und ihre Akteure,s sparse curvature estimates derived from modal parameters with curvature influence lines obtained from the vibration response recorded during vehicle passage. A Kalman filter is employed to fuse these two features, mitigating the error resulting from traffic variations. The effectiveness of the pro作者: HIKE 時(shí)間: 2025-3-31 22:07 作者: Fibrinogen 時(shí)間: 2025-4-1 02:23
https://doi.org/10.1007/978-3-7091-5812-8e scooter itself in the frequency domain, contact-point responses are back-calculated from its vibrations. Furthermore, the influence of the road roughness, as a key obstacle for identifying the footbridge’s frequencies, is eliminated by employing residual contact-point responses of front and rear w作者: DEFT 時(shí)間: 2025-4-1 08:50
https://doi.org/10.1007/978-3-642-70917-3und, a novel automatic damage detection algorithm for the indirect SHM framework is proposed. It employs a cluster-based ML model and proposes a new damage index to indicate the damage and to update the database. The vehicle accelerations collected from a healthy bridge as labeled data are used to t作者: notice 時(shí)間: 2025-4-1 12:43
Die mikroskopische Untersuchung des Honigs,time history of the specific low-pass filtered acceleration, which is essentially the dynamic responses induced by the driving force, of the bridge. Several matrix equations are used to establish a simple relationship between the characteristics of the low-pass filtered vehicle acceleration and the
