標(biāo)題: Titlebook: Experimental Vibration Analysis for Civil Engineering Structures; Select Proceedings o Zhishen Wu,Tomonori Nagayama,Rodrigo Astroza Confere [打印本頁] 作者: Flexible 時間: 2025-3-21 17:29
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: Addictive 時間: 2025-3-22 00:02 作者: 雕鏤 時間: 2025-3-22 00:54 作者: 冰河期 時間: 2025-3-22 08:02 作者: 細(xì)胞 時間: 2025-3-22 10:05 作者: impaction 時間: 2025-3-22 13:45
Assessing Structural Health State by Monitoring Peridynamics Parameters in Operational Conditionsby discretizing a system with the Bond Based PDs and using a micro-viscoelastic constitutive law at the bond level. Moreover, the authors show how the proposed peridynamic parameters are theoretically estimable with very robust techniques already used in SHM, such as the Stochastic Subspace Identifi作者: impaction 時間: 2025-3-22 20:39 作者: boisterous 時間: 2025-3-23 01:01
Vibration-Based Method for Structural Health Monitoring of a Bridge Pier Subjected to Environmental s developed by correlating operational modal parameters with data of external event. Finally, an assessment of the evolution of the structural health condition of the bridge in real time is carried out.作者: Wernickes-area 時間: 2025-3-23 02:17
Damage Detection and Localization Using Autocorrelation Functions with Spatiotemporal Correlationble to manage with a smaller number of sensors. In the proposed method, a spatiotemporal covariance matrix is estimated using the ACFs of the training data from the undamaged structure under different environmental or operational conditions. Using novelty detection techniques, an extreme value stati作者: 臥虎藏龍 時間: 2025-3-23 07:59
The Value of Different Monitoring Systems in the Management of Scoured Bridgesd by monitoring the scour depth. The decision to install a monitoring system on a bridge must be balanced by the financial benefit of doing so, as limited resources often need to be carefully rationed. The Value of Information (VoI) from Bayesian decision analysis can be used to compute the benefit 作者: Rheumatologist 時間: 2025-3-23 11:47
Vibration Measurements on a Cable-Stayed Cyclist Arch Bridge for Assessment of the Dynamic Behaviouratural frequencies of the deck, 12 accelerometers were placed at different locations on the deck, after which the deck was excited using a 250?kg impact hammer at five locations. The first natural frequency of the cables varied between 2.11?Hz for the longest cable and 8.51?Hz for the shortest cable作者: PLE 時間: 2025-3-23 15:43
Experimental and Numerical Characterization of the Dynamic Behaviour of a Historic Suspension Footbr under dead load was experimentally measured during the field survey. The results of field vibration tests were used to calibrate and validate the numerical model of the footbridge, e.g., boundary conditions, and initial cable tension. The present study reports the results of the geometrical survey,作者: 有毒 時間: 2025-3-23 19:31
Vision-Based Vibration Measurement of Stay-Cables by Video Motion Magnification and Dynamic Mode Decement information. A single video data can be used to obtain displacement at any desired location of the target structure which in the other methods would either require to mount at multiple locations or conducting repetitive tests. In this paper the cable vibration is captured by video camera and t作者: 馬具 時間: 2025-3-24 00:57
A Fiber-Optic Ultrasonic Visualization Technique for Damage Detection in a 1000?°C Environment a high-temperature in-situ damage diagnosis using a laser ultrasonic visualization system combined with a remote FBG-based sensing configuration. In this method, an ultrasonic wave is excited by the laser irradiation on the surface of a material and then received by the remotely installed FBG senso作者: 粗俗人 時間: 2025-3-24 05:58 作者: braggadocio 時間: 2025-3-24 07:56
Experimental Investigation of Galloping Susceptibility of U Beams with Different Flange Porositye indicating the proneness to transversal galloping was determined for U-beams with porosity up to fifty percent. The prism with flange porosity of seventy five percent revealed as a practically stable due to low positive value of slope within only narrow angular interval around zero angle of wind a作者: 過度 時間: 2025-3-24 11:35
Development of Sensor Unit for Extraction/Transmission of Only Peak Acceleration Response. The developed sensor unit would provide the useful information for estimating the damage situation in the area in which the building is located. The proposed sensor unit has been tested utilizing the opportunity of full-scale steel hospital building shake table experiments at the E-Defense.作者: 冷淡一切 時間: 2025-3-24 17:38
Conference proceedings 2023alth monitoring; testing, sensing and modeling; vibration isolation and control; system and model identification; coupled dynamical systems (including human–structure, vehicle–structure, and soil–structure interaction); and application of advanced techniques involving the Internet of Things, robot, 作者: Outspoken 時間: 2025-3-24 19:29
Getting StartED with Mac OS X Leopard the damage indicators. This paper demonstrates the evaluation of local property changes in two examples of large-scale structures: a 14-story RC building and a 64?m long pedestrian bridge. The proposed damage indicators show a clear correspondence to structural changes.作者: 效果 時間: 2025-3-25 02:27 作者: 原諒 時間: 2025-3-25 07:06 作者: SUGAR 時間: 2025-3-25 08:47
https://doi.org/10.1007/978-1-4302-2902-5by discretizing a system with the Bond Based PDs and using a micro-viscoelastic constitutive law at the bond level. Moreover, the authors show how the proposed peridynamic parameters are theoretically estimable with very robust techniques already used in SHM, such as the Stochastic Subspace Identifi作者: assail 時間: 2025-3-25 15:04
https://doi.org/10.1007/978-1-4842-5934-4three kinds of CFRP plates: woven, non-woven and hybrid laminates. As a result, it was found that the maximum ToF delay increases linearly with an increase in the damage size for all the CFRP laminates. Moreover, the amplitude of A. mode was found to be largely affected by the damage length in the w作者: 相符 時間: 2025-3-25 18:19 作者: puzzle 時間: 2025-3-25 20:31 作者: corn732 時間: 2025-3-26 03:48 作者: 課程 時間: 2025-3-26 07:23
https://doi.org/10.1007/978-1-4842-5458-5atural frequencies of the deck, 12 accelerometers were placed at different locations on the deck, after which the deck was excited using a 250?kg impact hammer at five locations. The first natural frequency of the cables varied between 2.11?Hz for the longest cable and 8.51?Hz for the shortest cable作者: Truculent 時間: 2025-3-26 10:03
Introduction to Microsoft Viva Connections under dead load was experimentally measured during the field survey. The results of field vibration tests were used to calibrate and validate the numerical model of the footbridge, e.g., boundary conditions, and initial cable tension. The present study reports the results of the geometrical survey,作者: intellect 時間: 2025-3-26 13:07
Mathematical graphics with MuPAD,ement information. A single video data can be used to obtain displacement at any desired location of the target structure which in the other methods would either require to mount at multiple locations or conducting repetitive tests. In this paper the cable vibration is captured by video camera and t作者: 鐵塔等 時間: 2025-3-26 20:42
https://doi.org/10.1007/978-1-4842-6708-0 a high-temperature in-situ damage diagnosis using a laser ultrasonic visualization system combined with a remote FBG-based sensing configuration. In this method, an ultrasonic wave is excited by the laser irradiation on the surface of a material and then received by the remotely installed FBG senso作者: 連接 時間: 2025-3-27 00:07 作者: 頌揚國家 時間: 2025-3-27 04:58 作者: 大罵 時間: 2025-3-27 09:14
Mastering Block Scope in Pester,. The developed sensor unit would provide the useful information for estimating the damage situation in the area in which the building is located. The proposed sensor unit has been tested utilizing the opportunity of full-scale steel hospital building shake table experiments at the E-Defense.作者: 你敢命令 時間: 2025-3-27 12:29 作者: critique 時間: 2025-3-27 16:45
2366-2557 entification, vibration control, and coupled dynamical systeThis book presents selected, peer-reviewed contributions from the 9th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES?2021), organized by the University of Tokyo and Saitama University fr作者: 反省 時間: 2025-3-27 20:30
Conference proceedings 2023g Structures (EVACES?2021), organized by the University of Tokyo and Saitama University from September 17-20, 2021 on the Hongo campus of the University of Tokyo, and hosted in an online format.?The event brought together engineers, scientists, researchers, and practitioners, providing a forum for d作者: 清晰 時間: 2025-3-27 22:17
Introduction to Angular Framework, parameter selection, such as how to model the spring at each support, in model updating process. It was observed that although models with more parameters tend to fit better, the updated result often showed a different trend from the engineering prediction.作者: 褲子 時間: 2025-3-28 04:44
Bayesian Model Updating of a Simply-Supported Truss Bridge Based on Dynamic Responses parameter selection, such as how to model the spring at each support, in model updating process. It was observed that although models with more parameters tend to fit better, the updated result often showed a different trend from the engineering prediction.作者: Bother 時間: 2025-3-28 09:47
Damage Assessment of Civil Structures Using Wave Propagation Analysis and Transmissibility Functionsrectly related to the structural stiffness. However, the discrepancy in measured natural frequencies may result from environmental changes, the soil-structure interaction or effects caused by earthquakes. This makes it difficult to decide whether the local change in structural properties is caused b作者: wangle 時間: 2025-3-28 13:30
SHM Campaign on 138 Spans of Railway Viaducts by Means of OMA and Wireless Sensors Network fact, bridges and viaducts represent key components of the transportation network, and therefore they increasingly draw infrastructure managers’ attention. The present work is the result of a project carried out by Politecnico di Milano, consisting of a large experimental campaign conducted on a se作者: growth-factor 時間: 2025-3-28 17:11 作者: Mere僅僅 時間: 2025-3-28 21:36 作者: 紅潤 時間: 2025-3-29 02:25 作者: 沒有貧窮 時間: 2025-3-29 04:46 作者: PLE 時間: 2025-3-29 07:42 作者: 使虛弱 時間: 2025-3-29 11:52
Damage Detection and Localization Using Autocorrelation Functions with Spatiotemporal Correlationin methods have certain advantages compared to feature-domain methods. For example, statistical analysis may be more reliable, because the data dimensionality is often low and the number of data points large. In addition, the algorithm can be fully automated, because system identification is not nec作者: 虛弱的神經(jīng) 時間: 2025-3-29 19:35
The Value of Different Monitoring Systems in the Management of Scoured Bridgesn typical networks and the limited availability of financial resources within asset agencies, decision-makers must prioritize certain structures when it comes to management in the event of flooding. In response to the notable challenges associated with scour detection, methods that can monitor the a作者: helper-T-cells 時間: 2025-3-29 21:51
Vibration Measurements on a Cable-Stayed Cyclist Arch Bridge for Assessment of the Dynamic Behavioursign. Because of wind-induced vibration issues on a number of bridges in the Netherlands with similar designs, it was decided to examine if vortex excitation, wind-rain induced vibration, galloping or parametric excitation might occur. Measurements were performed to determine the natural frequencies作者: 軍火 時間: 2025-3-30 00:12 作者: 暫停,間歇 時間: 2025-3-30 07:43
Vision-Based Vibration Measurement of Stay-Cables by Video Motion Magnification and Dynamic Mode Dec of inspection or measurement systems: static-direct inspection using loadcell, magnetic-based permeability measurement, and vibration measurement. The vibration measurement is widely employed because of its efficacy and practicality. The current vibration measurements of stay cables include contact作者: jet-lag 時間: 2025-3-30 11:19
A Fiber-Optic Ultrasonic Visualization Technique for Damage Detection in a 1000?°C Environmentniques based on the measurement of ultrasonic guided waves are expected to evaluate the reliability of the aging heat-resistant structures at high temperatures. However, since commercial piezoelectric acousto-ultrasonic actuators and sensors have a limited heat resistance up to 200 ℃, they are inapp作者: Outwit 時間: 2025-3-30 15:22
Application of Regenerated Phase-Shifted Fiber Bragg Grating Sensors to Acoustic Emission Detection civil structures, such as thermal and nuclear power plants. Acoustic emission (AE) detection can be potentially used to establish the real-time passive SHM method. Conventional AE sensors are made from piezoelectric materials, whose operational temperature is limited up to 200?°C. Hence, it is diff作者: cruise 時間: 2025-3-30 18:24
Experimental Investigation of Galloping Susceptibility of U Beams with Different Flange Porositynalysed beams are geometrically identical with the U-shaped cross section given by the side ratio equal to 2 (having the short side perpendicular to the flow) and the depth equal to 1/3rd of its breadth, but they differ in the porosity of their flanges. The prisms with six different levels of flange作者: 敲竹杠 時間: 2025-3-30 21:59 作者: expire 時間: 2025-3-31 02:05 作者: 業(yè)余愛好者 時間: 2025-3-31 06:26
978-3-030-93238-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 平 時間: 2025-3-31 13:02 作者: 態(tài)度暖昧 時間: 2025-3-31 17:21
