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(yè)] 作者: 異國(guó) 時(shí)間: 2025-3-21 19:48
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures影響因子(影響力)
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures影響因子(影響力)學(xué)科排名
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures被引頻次
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures被引頻次學(xué)科排名
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures年度引用
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures年度引用學(xué)科排名
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures讀者反饋
書(shū)目名稱Experimental Vibration Analysis for Civil Engineering Structures讀者反饋學(xué)科排名
作者: echnic 時(shí)間: 2025-3-21 21:26 作者: scrape 時(shí)間: 2025-3-22 03:48 作者: Largess 時(shí)間: 2025-3-22 04:55
The Analysis for the Acceleration Data of Vehicle Running on Over 100 Bridges Based on SSMA,sors is a cost-labor. Against, there is a method of estimating bridge vibration by installing sensors on vehicle instead of installing sensors on the bridge. This method has highly mobility and agility, and it can collect big data before perfect installation of sensors on bridges. However, the accur作者: 大包裹 時(shí)間: 2025-3-22 12:03 作者: TEN 時(shí)間: 2025-3-22 16:17 作者: TEN 時(shí)間: 2025-3-22 17:31 作者: Graves’-disease 時(shí)間: 2025-3-23 00:05 作者: thwart 時(shí)間: 2025-3-23 05:01 作者: insurgent 時(shí)間: 2025-3-23 09:16
,Tension Force Estimation of?Post-tensioning External Tendons Through Vibration-Based Monitoring: Exeter. In this study, non-destructive vibration-based monitoring is employed to estimate their effective tension forces. A continuous monitoring of the tensioning process of a tendon installations on a 12-span concrete bridge for a high-speed railway is carried out using high sensitivity acceleromete作者: HUMID 時(shí)間: 2025-3-24 05:35
,In Depth Assessment of a Prestressed Concrete Road Bridge Based on Dynamic Bridge Behaviour – Follore of this frame bridge is the design of the side spans consisting of frame legs constructed as seperated tension and compression members. The bridge deck has been retrofitted by the means of an additional layer of reinforced concrete in 2006. Due to the limited accessibility of certain prestressed 作者: oxidize 時(shí)間: 2025-3-24 06:51 作者: acetylcholine 時(shí)間: 2025-3-24 13:35 作者: 面包屑 時(shí)間: 2025-3-24 15:40 作者: Canopy 時(shí)間: 2025-3-24 19:03 作者: 粗糙 時(shí)間: 2025-3-25 00:33 作者: 充氣球 時(shí)間: 2025-3-25 06:12 作者: BOOST 時(shí)間: 2025-3-25 09:55
2366-2557 ification, vibration control, and coupled dynamical systems.This volume presents peer-reviewed contributions from the 10th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES), held in Milan, Italy on August 30-September 1, 2023.?The event brought tog作者: RADE 時(shí)間: 2025-3-25 11:44
https://doi.org/10.1057/978113738450830?m?+?48?m?+?30?m..Several bending and torsion modes are identified during the continuous monitoring, with the temperature significantly affecting all natural frequencies. Moreover, a clear effect of changing environment is detected for torsion modes as well, whereas no remarkable changes of bending mode shapes are detected.作者: 磨坊 時(shí)間: 2025-3-25 16:40 作者: POLYP 時(shí)間: 2025-3-25 21:00 作者: 態(tài)度暖昧 時(shí)間: 2025-3-26 03:09
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: 小卒 時(shí)間: 2025-3-26 06:21 作者: SLAG 時(shí)間: 2025-3-26 12:09 作者: Invertebrate 時(shí)間: 2025-3-26 16:30
Experimental Vibration Analysis for Civil Engineering Structures978-3-031-39109-5Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 分貝 時(shí)間: 2025-3-26 17:02 作者: arrogant 時(shí)間: 2025-3-26 21:49
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/e/image/318949.jpg作者: MIRE 時(shí)間: 2025-3-27 02:10 作者: inspired 時(shí)間: 2025-3-27 07:36
Walther Meyer zur Capellen,Erhard Schreiber on changes in the modal parameters between a reference state and the current (possibly damaged) state, using ambient vibration tests. However, the environmental and operational conditions also affect the structural dynamic characteristics, therefore the exclusion of these effects is necessary in or作者: 褪色 時(shí)間: 2025-3-27 12:19
https://doi.org/10.1007/978-3-662-02122-4 modal properties, allow the characterization of the evolution of their dynamic behaviour, which is particularly important on wind turbines, since their structural performance is highly dependent on it..However, it is impractical to manually analyse long periods of data, being essential to automatiz作者: LAIR 時(shí)間: 2025-3-27 14:15 作者: deviate 時(shí)間: 2025-3-27 21:36 作者: 運(yùn)動(dòng)吧 時(shí)間: 2025-3-27 22:15
https://doi.org/10.1007/978-3-322-93799-5 (SHM) has gained a key role, and driven researchers and infrastructure managers attention. SHM consists of the extraction of quantitative information regarding bridge health status, from the measurement of its response. Since able to reflect changes of the mechanical properties of the structure und作者: LEVER 時(shí)間: 2025-3-28 05:23
Dynamische Analyse der Viergelenkgetriebe, reliable enough level to consider its outputs as correct interpretations of the modal dynamics in the measurement data. This work proposes a new robust and automatic algorithm for tracking the evolution of these detected modal properties over time. The algorithm requires only a few inputs that are 作者: CON 時(shí)間: 2025-3-28 09:58
Anwendung programmierbarer Taschenrechnerns about the nature of the excitations are required. Classical OMA methods are based on the assumption that the excitation is white noise. However, this cannot always be satisfied. Ground vibrations caused by rail, road traffic or construction site operations represent various excitations for the bu作者: falsehood 時(shí)間: 2025-3-28 10:54
Aufgaben der Lebensmittelverpackung,ement data. However, when considering correlations between model parameters, which are generally ignored, the joint posterior probability density function (PDF) takes a complex form and cannot be expressed as a simple function. In this case, it is necessary to include many samples in the tail space 作者: membrane 時(shí)間: 2025-3-28 18:33 作者: 空洞 時(shí)間: 2025-3-28 22:01
Share Structures and Shareholders,y, to exclude risks for users after exceptional events. This evaluation, periodically carried out, provides important information about the structural health condition and may be crucial to evaluate the need of interventions after exceptional events, or simply to schedule the building maintenance. I作者: neutral-posture 時(shí)間: 2025-3-28 23:26 作者: prostate-gland 時(shí)間: 2025-3-29 05:24 作者: NEXUS 時(shí)間: 2025-3-29 09:43
https://doi.org/10.1057/9781137384508ated structure is a steel-concrete composite bridge characterized by a rather complex geometry. The overpass has a total length of 108?m and spans of 30?m?+?48?m?+?30?m..Several bending and torsion modes are identified during the continuous monitoring, with the temperature significantly affecting al作者: 不真 時(shí)間: 2025-3-29 12:32 作者: 起草 時(shí)間: 2025-3-29 17:25 作者: 進(jìn)入 時(shí)間: 2025-3-29 21:10 作者: fiscal 時(shí)間: 2025-3-30 00:47
How Can I Use Images and Media?,, its occurrence can have catastrophic consequences due to the failure of the pantograph against the catenary, possibly enlarging the extension of the damage portion on the catenary. The prevention of such events through proper catenary monitoring is gaining high interest, with several proposal of d作者: exostosis 時(shí)間: 2025-3-30 04:51
How Can I Flow Text Around Images?,e track maintenance decisions. A train-borne laser Doppler vibrometer (LDV) can directly measure track vibrations in response to the moving train load, which can be potentially applied to large-scale rail infrastructure monitoring. This paper characterizes track structures as a distributed system by作者: conservative 時(shí)間: 2025-3-30 10:10 作者: 反省 時(shí)間: 2025-3-30 15:31 作者: 滑動(dòng) 時(shí)間: 2025-3-30 20:04
Operational Modal Analysis as a Tool for Bridge Model Updating. Application to an Unconventional Ca, 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作者: CEDE 時(shí)間: 2025-3-30 21:30
Assessment of a Damaged Bridge Based on Modal Identification from Ambient Vibration Tests,e environmental and operational effects on the identified structural dynamic characteristics to assess the progression of the bridge damage. Finally, a joint analysis of the results obtained by both methods is established..The study demonstrates that, using statistical analysis tools, it is possible作者: 繁榮地區(qū) 時(shí)間: 2025-3-31 02:23 作者: 植物茂盛 時(shí)間: 2025-3-31 05:41
The Analysis for the Acceleration Data of Vehicle Running on Over 100 Bridges Based on SSMA,idges. The scatter plot of bridge length and SSMA has a large tendency as shown in previous studies. This trend can be used for detection of outlier which may equal change of bridge length, and this detection method can be improved by variance suppression filter in previous study or may provide the 作者: 混亂生活 時(shí)間: 2025-3-31 12:02
Probabilistic Regression Model for OMA-Based Damping Estimates of a Cable-Stayed Bridge Under EnvirThese approaches can reduce the model-order dependencies in OMA-based damping estimates with minimum user intervention. The proposed framework is then employed to estimate the long-term damping ratio from 2.5?years of structural health monitoring data. The monthly fluctuation and amplitude dependenc作者: amphibian 時(shí)間: 2025-3-31 16:24 作者: 和平主義 時(shí)間: 2025-3-31 18:32 作者: 色情 時(shí)間: 2025-3-31 23:26 作者: 農(nóng)學(xué) 時(shí)間: 2025-4-1 04:14 作者: Ejaculate 時(shí)間: 2025-4-1 09:26
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 作者: Hdl348 時(shí)間: 2025-4-1 13:41 作者: 單純 時(shí)間: 2025-4-1 16:11 作者: 不妥協(xié) 時(shí)間: 2025-4-1 20:34 作者: 珠寶 時(shí)間: 2025-4-1 23:51
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作者: 截?cái)?nbsp; 時(shí)間: 2025-4-2 04:51 作者: 神經(jīng) 時(shí)間: 2025-4-2 09:37
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作者: 委屈 時(shí)間: 2025-4-2 13:25
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 作者: HIKE 時(shí)間: 2025-4-2 18:36
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
