標題: Titlebook: European Workshop on Structural Health Monitoring; Special Collection o Piervincenzo Rizzo,Alberto Milazzo Conference proceedings 2021 Spri [打印本頁] 作者: advocate 時間: 2025-3-21 17:43
書目名稱European Workshop on Structural Health Monitoring影響因子(影響力)
書目名稱European Workshop on Structural Health Monitoring影響因子(影響力)學科排名
書目名稱European Workshop on Structural Health Monitoring網(wǎng)絡公開度
書目名稱European Workshop on Structural Health Monitoring網(wǎng)絡公開度學科排名
書目名稱European Workshop on Structural Health Monitoring被引頻次
書目名稱European Workshop on Structural Health Monitoring被引頻次學科排名
書目名稱European Workshop on Structural Health Monitoring年度引用
書目名稱European Workshop on Structural Health Monitoring年度引用學科排名
書目名稱European Workshop on Structural Health Monitoring讀者反饋
書目名稱European Workshop on Structural Health Monitoring讀者反饋學科排名
作者: 猛然一拉 時間: 2025-3-21 23:57
Uncertainty Analysis of Damage Identification Results Based on Finite Element Model Updatinglts are presented in two formats: (1) Spread of the identified damage factors for all 320 identification runs with their statistical measures and (2) R. values of the mean and standard deviation of the identified damage factors due to the variability of each input factor. The results of this investi作者: 大都市 時間: 2025-3-22 03:29
Predictive Monitoring and Maintenance of Transportation Infrastructures: Requirements for Deliveringdity, fire and smoke) are included in each sensing device, located on the shoulder of the carriageway (non-destructive structural health monitoring method). Sensor data are sent to the Edge of the network for further data processing. Proper algorithms are used to derive the vibro-acoustic signature 作者: set598 時間: 2025-3-22 05:14
Seismic and Structural Health Monitoring of Cahora Bassa Damof pressure waves throughout the reservoir. The main experimental outputs are presented and compared with results from 3D finite element analysis, including the evolution of identified natural frequencies over time, vibration mode shapes, and the seismic response in accelerations. Finally the non-li作者: TEM 時間: 2025-3-22 09:41
Understanding the Influence of Environmental and Operational Variability on Wind Turbine Blade Monitng the WTB. Subsequently, the features are regressed on environmental and operational parameters (EOPs) via multivariate non-linear regression. The difference between the regression predictions and the actual feature values is used as a new feature. In parallel, to understand the influence of the EO作者: 落葉劑 時間: 2025-3-22 13:29
Application of Nonlinear Guided Waves for Detecting Loose Flanged Bolted Joints in Pipelinesf the pipe and inspect inaccessible areas, such as road crossings and insulated pipes without causing any damages. The technique is especially sensitive for detection of damage in pipes. This technique allows a rapid screening of the all pipe; screening tools for fast assessment of large parts of in作者: 落葉劑 時間: 2025-3-22 18:02 作者: 大漩渦 時間: 2025-3-22 23:01
Development of Lamb and Rayleigh Wave-Based Nonlinearity Parameters for Estimating the Remnant Life nonlinearity curve (TNC). The estimation of material nonlinearity for different fatigue life through the simulation and amplitude-based parameter is found to be in close agreement with the TNC under the predefined conditions of distance and cycles in the excitation signal. Thus, the knowledge of ma作者: 賞錢 時間: 2025-3-23 03:39
Structural Behavior Characterization of the Gravina Bridge (Matera, Southern Italy)作者: humectant 時間: 2025-3-23 06:08
Structural Health Monitoring over 5G uRLLC Network作者: dearth 時間: 2025-3-23 11:48
Michael Landesmann,István P. Székely is carried out. Results obtained through experiments are compared with numerical study performed through commercially available software. Study also confirms that the ductile detailed structure gives better performance than the non-ductile loaded under lateral load.作者: Indolent 時間: 2025-3-23 17:12 作者: 咒語 時間: 2025-3-23 19:29 作者: blight 時間: 2025-3-23 23:46 作者: Ornament 時間: 2025-3-24 05:14
Christina Strube,Heinz Mehlhornng the WTB. Subsequently, the features are regressed on environmental and operational parameters (EOPs) via multivariate non-linear regression. The difference between the regression predictions and the actual feature values is used as a new feature. In parallel, to understand the influence of the EO作者: Proclaim 時間: 2025-3-24 08:14 作者: 龍卷風 時間: 2025-3-24 12:34
John E. Spillan,Domfeh Obed King order to infer a mathematical model used to predict the area of a delamination of unknown damages. The proposed method is successfully validated on experimental data carried out on CFRP plate samples equipped with a piezoelectric transducers network.作者: prolate 時間: 2025-3-24 14:56
Doing Business in ASEAN Markets nonlinearity curve (TNC). The estimation of material nonlinearity for different fatigue life through the simulation and amplitude-based parameter is found to be in close agreement with the TNC under the predefined conditions of distance and cycles in the excitation signal. Thus, the knowledge of ma作者: 啜泣 時間: 2025-3-24 23:00 作者: 躺下殘殺 時間: 2025-3-25 01:15
2366-2557 devoted to biomedical applications.Written by leading exper.This volume gathers the latest advances, innovations, and applications in the field of structural health monitoring (SHM) and more broadly in the fields of smart materials and intelligent systems. The volume covers highly diverse topics, i作者: Fulminate 時間: 2025-3-25 07:02
Conference proceedings 2021lds of smart materials and intelligent systems. The volume covers highly diverse topics, including signal processing, smart sensors, autonomous systems, remote sensing and support, UAV platforms for SHM, Internet of Things, Industry 4.0, and SHM for civil structures and infrastructures. The contribu作者: Spongy-Bone 時間: 2025-3-25 10:23 作者: ungainly 時間: 2025-3-25 14:49
https://doi.org/10.1007/978-1-349-05541-8elongation sensors which were installed in the rotor blade and tower. The primary results from the analysis showed differences of up?to 0.3% in the equivalent fatigue load, which could be seen by comparing datasets recorded with the same sampling rates but down sampled with different methods.作者: GILD 時間: 2025-3-25 19:48
MEMS-Based System for Structural Health Monitoring and Earthquake Observation in Sicilyanical Systems) sensor, a 3-axial accelerometer which has been specifically selected in order to ensure the suitability for the specific applications: accelerations from 10. to 10.?Hz. We present the details of the designed monitoring station, of the network architecture, and some of the recorded data.作者: yohimbine 時間: 2025-3-25 23:41 作者: Temporal-Lobe 時間: 2025-3-26 02:01
Conference proceedings 2021ons and foster multidisciplinary collaboration among different specialists. The contents of this volume reflect the outcomes of the activities of EWSHM (European Workshop on Structural Health Monitoring) in 2020..作者: faction 時間: 2025-3-26 07:27
Robert B. Ekelund Jr,Robert F. Hébertomena necessitate near real-time monitored data to make timely data-based informed decisions on the health or performance of the affected structure. The paper discusses criteria for functionality and occupiability thresholds in actual applications.作者: braggadocio 時間: 2025-3-26 11:05 作者: insurrection 時間: 2025-3-26 13:46
https://doi.org/10.1007/978-3-030-74120-4ideo captured during the laboratory compressive strength experiment on a concrete cube to examine and estimate the crack properties. This methodology can be extended to the real-life scenario to alert the damages caused in the structures.作者: 龍卷風 時間: 2025-3-26 18:08
https://doi.org/10.1007/978-3-8349-6224-9ent achievements and drawbacks of existing methods as well as open research difficulties are outlined to help both the structural engineers and the computer science researchers in setting a motivation for future research.作者: opinionated 時間: 2025-3-26 21:03
S2HM Must Be Real-Time or Not?omena necessitate near real-time monitored data to make timely data-based informed decisions on the health or performance of the affected structure. The paper discusses criteria for functionality and occupiability thresholds in actual applications.作者: 悶熱 時間: 2025-3-27 05:07
Experience of Sonic Echo/Impulse Response Testing Difficulties in Timber Piles of Bridge Foundationsulties specific to timber foundations are identified and discussed. The results presented in this study shows that factors such as the foundation condition, the environmental conditions, and the improper pile-pile cap attachment can also be the sources of difficulties in determining the depth of timber piles.作者: 盡管 時間: 2025-3-27 08:54
Concrete Crack Detection from Video Footage for Structural Health Monitoringideo captured during the laboratory compressive strength experiment on a concrete cube to examine and estimate the crack properties. This methodology can be extended to the real-life scenario to alert the damages caused in the structures.作者: motivate 時間: 2025-3-27 12:22
A Study on Vision Based Method for Damage Detection in Structuresent achievements and drawbacks of existing methods as well as open research difficulties are outlined to help both the structural engineers and the computer science researchers in setting a motivation for future research.作者: 反復無常 時間: 2025-3-27 15:00
Michael Landesmann,István P. Székelyoven that ductile detailed structures give better performance than non-ductile detailed structures. In India after Bhuj 2001 earthquake, there is a change in design practices and lots of emphasis are being on ductility based design. But majority of structures which are constructed before 2001, do no作者: Neuropeptides 時間: 2025-3-27 18:11 作者: gout109 時間: 2025-3-28 01:13 作者: 破裂 時間: 2025-3-28 03:29
https://doi.org/10.1007/978-3-642-27500-5s have shown that factors such as the pile-to-soil stiffness ratio, the length-to-diameter ratio of the pile, the presence of the defects, the anomalies near the pile head, the quality of the sensor attachment, the striking method, and the hammer type affect the success of the SE/IR tests. In the cu作者: CRASS 時間: 2025-3-28 08:29
Results and hypotheses assessment,sensing devices. In order to efficiently manage the delivery of crucial information about the structural and environmental conditions detected by wireless sensing nodes, and to suddenly process or exchange the information above with different stake-holders (e.g., authorities, drivers, etc.), the for作者: constitute 時間: 2025-3-28 14:10 作者: 檢查 時間: 2025-3-28 15:17 作者: 考得 時間: 2025-3-28 20:18 作者: 鋸齒狀 時間: 2025-3-29 01:29 作者: Optimum 時間: 2025-3-29 07:01 作者: PARA 時間: 2025-3-29 09:45 作者: 鈍劍 時間: 2025-3-29 12:29
Making a Big Deal out Of Nothing, of corrosion and crack detection. Bolted joints are widely used in engineering structures in oil and gas, aerospace and civil structures. In practice, pipes with bolted joints are subjected to a variety of failure modes, including self-loosening, slippage, shaking, fatigue cracks and breakage. Guid作者: 預感 時間: 2025-3-29 15:54 作者: ATOPY 時間: 2025-3-29 23:46 作者: Infinitesimal 時間: 2025-3-30 01:34
https://doi.org/10.1007/978-3-030-64594-6EWSHM; Unmanned Aerial Vehicles; Energy Harvesting; SHM System Design; Smart Cities; SHM for Civil Infra作者: 外科醫(yī)生 時間: 2025-3-30 04:41 作者: sulcus 時間: 2025-3-30 11:27 作者: Feigned 時間: 2025-3-30 16:16
978-3-030-64596-0Springer Nature Switzerland AG 2021作者: Debrief 時間: 2025-3-30 19:01
European Workshop on Structural Health Monitoring978-3-030-64594-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 在駕駛 時間: 2025-3-30 21:26
Effect of Ductility on Performance of Reinforced Concrete Portal Frame Loaded with Lateral Loadoven that ductile detailed structures give better performance than non-ductile detailed structures. In India after Bhuj 2001 earthquake, there is a change in design practices and lots of emphasis are being on ductility based design. But majority of structures which are constructed before 2001, do no作者: 放棄 時間: 2025-3-31 01:40
S2HM Must Be Real-Time or Not? for real-time processing of data acquired during an earthquake. Numerous applications exist whereby S.HM-equipped systems record valuable seismic response data. A delayed use of the seismic data prohibits timely discovery of hidden damages in a structure which, in turn, possibly increases its vulne作者: GRILL 時間: 2025-3-31 05:07 作者: NICE 時間: 2025-3-31 10:22
Experience of Sonic Echo/Impulse Response Testing Difficulties in Timber Piles of Bridge Foundationss have shown that factors such as the pile-to-soil stiffness ratio, the length-to-diameter ratio of the pile, the presence of the defects, the anomalies near the pile head, the quality of the sensor attachment, the striking method, and the hammer type affect the success of the SE/IR tests. In the cu
