標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad,Caicedo Juan Conference proceedings 2016 The Society for Experim [打印本頁] 作者: lumbar-puncture 時(shí)間: 2025-3-21 18:50
書目名稱Dynamics of Civil Structures, Volume 2影響因子(影響力)
書目名稱Dynamics of Civil Structures, Volume 2影響因子(影響力)學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2網(wǎng)絡(luò)公開度
書目名稱Dynamics of Civil Structures, Volume 2網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2被引頻次
書目名稱Dynamics of Civil Structures, Volume 2被引頻次學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2年度引用
書目名稱Dynamics of Civil Structures, Volume 2年度引用學(xué)科排名
書目名稱Dynamics of Civil Structures, Volume 2讀者反饋
書目名稱Dynamics of Civil Structures, Volume 2讀者反饋學(xué)科排名
作者: 航海太平洋 時(shí)間: 2025-3-21 21:33 作者: Omnipotent 時(shí)間: 2025-3-22 02:16 作者: HUSH 時(shí)間: 2025-3-22 07:17
Structural Damage Detection Through Vibrational Feature Analysis with Missing Data,oposed that rely on different damage-sensitive features. These features are derived from data collected by sensor networks implemented on the structure. Damage detection through vibration-based feature analysis thus far has relied on simulation or the responses of fixed sensor networks for feature c作者: 低三下四之人 時(shí)間: 2025-3-22 12:26
Structural Assessment of a School Building in Sankhu, Nepal Damaged Due to Torsional Response Durinrced concrete frame which was severely damaged during the 2015 Gorkha Earthquake. The concentration of damage in the west end of the first story indicates that the frame exhibited torsional response to the ground excitation. The authors visited the structure 2 months after the earthquake, collected 作者: 合并 時(shí)間: 2025-3-22 15:03
Damage Detection Optimization Using Wavelet Multiresolution Analysis and Genetic Algorithm,ration-based damage detection algorithm using a damage indicator called ‘Relative Wavelet Packet Entropy’ (RWPE) was applied to determine the location and severity of damage. To improve the algorithm, GA was utilized to optimize the algorithm so as to identify the best choice of wavelet parameters. 作者: 合并 時(shí)間: 2025-3-22 17:55
A Novel Acoustoelastic-Based Technique for Stress Measurement in Structural Components,hniques operate at the high-frequency, weakly-dispersive portions of the dispersion curves, and rely on time-of-flight measurements to quantify the effects of stress state on wave speed. This adversely affects the sensitivity and accuracy of such techniques, and renders their accuracy limited by the作者: 聽寫 時(shí)間: 2025-3-22 22:43
A Machine Learning Framework for Automated Functionality Monitoring of Movable Bridges,nance of these components are extremely important for uninterrupted operation of movable bridges. Unfortunately, there have been only a few studies on monitoring of mechanical components of movable bridges. As a result, in this study, a statistical framework is proposed for continuous maintenance mo作者: Ballad 時(shí)間: 2025-3-23 01:59
Non-Model-Based Damage Identification of Plates Using Curvature Mode Shapes, and Gaussian curvature MSs (CMSs) to identify damage in plates. A multi-scale discrete differential-geometry scheme is proposed to calculate principal, mean and Gaussian CMSs associated with a MS of a plate, which can alleviate adverse effects of measurement noise on calculating the CMSs. Principal作者: 人造 時(shí)間: 2025-3-23 08:08 作者: 尊嚴(yán) 時(shí)間: 2025-3-23 11:14
Development of an Acoustic Sensing Based SHM Technique for Wind Turbine Blades,he blade damage such as leading and trailing edge splits, cracks and holes. In this study, actively-controlled acoustic sources were utilized in order to excite the blade’s cavity structure from internal. The blade damage manifests itself in changes to the acoustic cavity frequency response function作者: ALERT 時(shí)間: 2025-3-23 15:35
Damage Location by Maximum Entropy Method on a Civil Structure,tropy. The proposed algorithm employs, as reference information, the natural frequencies and mode shapes obtained with a numerical model of the structure in an undamaged condition and under different damage scenarios. The algorithm is validated with experimental tests on a laboratory six-levels-stru作者: Constrain 時(shí)間: 2025-3-23 19:12 作者: 暫時(shí)過來 時(shí)間: 2025-3-23 23:23
Experimental Dynamic Characterization of Operating Wind Turbines with Anisotropic Rotor,h a rotating rotor do not fall into a category of time invariant system, a straightforward application of modal analysis is not valid. Under assumptions of linearity and constant angular speed, a system with rotating rotor can be considered as a linear periodically time variant (LPTV) system; dynami作者: Institution 時(shí)間: 2025-3-24 04:02
Exploring Environmental and Operational Variations in SHM Data Using Heteroscedastic Gaussian Proceg in the data-based approach. Unfortunately, one does not often have data from damaged structures; this forces a dependence on unsupervised learning i.e. novelty detection. This means that detection is sensitive to benign environmental and operational variations (EOVs) in or around the structure. In作者: collagen 時(shí)間: 2025-3-24 09:24 作者: guzzle 時(shí)間: 2025-3-24 13:42 作者: Acclaim 時(shí)間: 2025-3-24 17:09 作者: Diaphragm 時(shí)間: 2025-3-24 19:33 作者: regale 時(shí)間: 2025-3-25 00:39
2191-5644 ics of Multiphysical Systems: From Active Materials to Vibroacoustics,?2016, the second volume of ten from the Conference brings together contributions to this?important area of research and engineering. Th e collection presents early fi ndings and case?studies on fundamental and applied aspects of 作者: 富足女人 時(shí)間: 2025-3-25 03:51 作者: 潰爛 時(shí)間: 2025-3-25 08:54 作者: 后退 時(shí)間: 2025-3-25 12:12
Conference proceedings 2016 Modal Parameter Identifi cation.? Dynamic Testing of Civil Structures.? Human Induced Vibrations of Civil Structures.? Model Updating.? Operational Modal Analysis.? Damage Detection.? Bridge Dynamics.? Experimental Techniques for Civil Structures.? Hybrid testing.? Vibration Control of Civil Structures.作者: 裹住 時(shí)間: 2025-3-25 16:04
2191-5644 Structures.? Model Updating.? Operational Modal Analysis.? Damage Detection.? Bridge Dynamics.? Experimental Techniques for Civil Structures.? Hybrid testing.? Vibration Control of Civil Structures.978-3-319-80644-0978-3-319-29751-4Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: 巨頭 時(shí)間: 2025-3-25 20:03
Komal Jayaswal,Veerendra Sahu,B. R. Gurjarection in case of ambient vibrations dealing with output-only modal analysis. In addition, comparisons and discussions on the proposed method with other methods, such as stochastic subspace identification and wavelet-based energy index, are also presented.作者: 哪有黃油 時(shí)間: 2025-3-26 00:54
Yu. Dekhtyar,M. Komars,M. Sneiderswback most of the time, and a more robust Bayesian regression tool where GP inference is tractable is needed. In this work a combination of data projection and a non-standard heteroscedastic GP is presented as means of visualising and exploring SHM data.作者: FIS 時(shí)間: 2025-3-26 07:03
Kristyna Buzkova,Denisa Albrechtovahen be used to assess the seismic performance of the bridge in accordance with the new Canadian Highway Bridge Design Code, 2015, and this study only presents the results of the first of this assessment: the FE model updating of the bridge.作者: 屈尊 時(shí)間: 2025-3-26 10:16 作者: invulnerable 時(shí)間: 2025-3-26 16:29
Exploring Environmental and Operational Variations in SHM Data Using Heteroscedastic Gaussian Procewback most of the time, and a more robust Bayesian regression tool where GP inference is tractable is needed. In this work a combination of data projection and a non-standard heteroscedastic GP is presented as means of visualising and exploring SHM data.作者: Infirm 時(shí)間: 2025-3-26 20:33
Finite Element Model Updating of French Creek Bridge,hen be used to assess the seismic performance of the bridge in accordance with the new Canadian Highway Bridge Design Code, 2015, and this study only presents the results of the first of this assessment: the FE model updating of the bridge.作者: 厭煩 時(shí)間: 2025-3-26 23:10
Sunita J. Varjani,M. Chaithanya Sudhauping and diagonal averaging. One excellent advantage of the method is that it can deal with nonlinear time series which is inherently rooted in structural damage due to crack opening and closing. Numerical simulation shows that the method is promising to detect structural damage in the presence of environmental and operational variations.作者: mastoid-bone 時(shí)間: 2025-3-27 02:59
Xiaochao Dang,Yili Hei,Zhanjun Haodes, while they are rotating when wind turbine is operational. A subscale wind turbine was built and used for carrying out preliminary experimental studies. Sensing system and strategy was benchmarked both using computational (FEM) model of the blades as well as the experimental results in the lab.作者: humectant 時(shí)間: 2025-3-27 08:31
Damage Detection with Symplectic Geometry Spectrum Analysis in Changing Environment,uping and diagonal averaging. One excellent advantage of the method is that it can deal with nonlinear time series which is inherently rooted in structural damage due to crack opening and closing. Numerical simulation shows that the method is promising to detect structural damage in the presence of environmental and operational variations.作者: 不可比擬 時(shí)間: 2025-3-27 12:14
Development of an Acoustic Sensing Based SHM Technique for Wind Turbine Blades,des, while they are rotating when wind turbine is operational. A subscale wind turbine was built and used for carrying out preliminary experimental studies. Sensing system and strategy was benchmarked both using computational (FEM) model of the blades as well as the experimental results in the lab.作者: glisten 時(shí)間: 2025-3-27 14:39
Conference proceedings 2016aterials to Vibroacoustics,?2016, the second volume of ten from the Conference brings together contributions to this?important area of research and engineering. Th e collection presents early fi ndings and case?studies on fundamental and applied aspects of Structural Dynamics, including papers on:.?作者: Resection 時(shí)間: 2025-3-27 17:57 作者: 可互換 時(shí)間: 2025-3-27 22:57
Conference Proceedings of the Society for Experimental Mechanics Serieshttp://image.papertrans.cn/e/image/284024.jpg作者: CRATE 時(shí)間: 2025-3-28 05:32 作者: 最高點(diǎn) 時(shí)間: 2025-3-28 08:13 作者: 相互影響 時(shí)間: 2025-3-28 13:04 作者: BALK 時(shí)間: 2025-3-28 17:16 作者: 保留 時(shí)間: 2025-3-28 19:51 作者: PRE 時(shí)間: 2025-3-29 02:40
End-to-End Transmission Control in RWNsration-based damage detection algorithm using a damage indicator called ‘Relative Wavelet Packet Entropy’ (RWPE) was applied to determine the location and severity of damage. To improve the algorithm, GA was utilized to optimize the algorithm so as to identify the best choice of wavelet parameters. 作者: RAGE 時(shí)間: 2025-3-29 03:55
Transfer Reliability Control in UWANshniques operate at the high-frequency, weakly-dispersive portions of the dispersion curves, and rely on time-of-flight measurements to quantify the effects of stress state on wave speed. This adversely affects the sensitivity and accuracy of such techniques, and renders their accuracy limited by the作者: 天文臺(tái) 時(shí)間: 2025-3-29 10:18
Yanhong Yang,Shaozhong Cao,Zhongxiang Dingnance of these components are extremely important for uninterrupted operation of movable bridges. Unfortunately, there have been only a few studies on monitoring of mechanical components of movable bridges. As a result, in this study, a statistical framework is proposed for continuous maintenance mo作者: countenance 時(shí)間: 2025-3-29 15:10
Xiaochao Dang,Yili Hei,Zhanjun Hao and Gaussian curvature MSs (CMSs) to identify damage in plates. A multi-scale discrete differential-geometry scheme is proposed to calculate principal, mean and Gaussian CMSs associated with a MS of a plate, which can alleviate adverse effects of measurement noise on calculating the CMSs. Principal作者: PAEAN 時(shí)間: 2025-3-29 16:30
Wenyong Dong,Xueshi Dong,Yufeng Wange by a joint research team from the University of British Columbia and Tongji University. Two full-scale tests were conducted in May 2015 at the Siping Campus of Tongji University, Shanghai, China. The first Multi-Functional Building (MFB) has 21 stories with a typical floor height of 4?m. The struc作者: Banister 時(shí)間: 2025-3-29 23:24
Xiaochao Dang,Yili Hei,Zhanjun Haohe blade damage such as leading and trailing edge splits, cracks and holes. In this study, actively-controlled acoustic sources were utilized in order to excite the blade’s cavity structure from internal. The blade damage manifests itself in changes to the acoustic cavity frequency response function作者: 染色體 時(shí)間: 2025-3-30 02:00
Xiaochao Dang,Yili Hei,Zhanjun Haotropy. The proposed algorithm employs, as reference information, the natural frequencies and mode shapes obtained with a numerical model of the structure in an undamaged condition and under different damage scenarios. The algorithm is validated with experimental tests on a laboratory six-levels-stru作者: commute 時(shí)間: 2025-3-30 05:36 作者: GEM 時(shí)間: 2025-3-30 09:14 作者: 神圣在玷污 時(shí)間: 2025-3-30 13:26 作者: 最小 時(shí)間: 2025-3-30 18:42
Yu. Dekhtyar,M. Komars,M. Sneiders building stands approximately 632?m and has 128 stories. It was designed with a double curtain wall system, where a triangular outer facade gradually shrinks and twists clockwise at approximately 120° along the height of the building. On May 8th, 2015, an Ambient Vibration testing was performed on 作者: Immunoglobulin 時(shí)間: 2025-3-30 22:37 作者: 完全 時(shí)間: 2025-3-31 04:08 作者: 反復(fù)拉緊 時(shí)間: 2025-3-31 05:31
Kristyna Buzkova,Denisa Albrechtovaastructure Monitoring System (BCSIMS), funded by the Ministry of Transportation and Infrastructure (MoTI) BC, Canada. The BCSIMS is a real-time seismic monitoring program that continuously assesses the seismic conditions of the selected bridges in BC. As part of this seismic monitoring program, an A作者: 起皺紋 時(shí)間: 2025-3-31 10:49
Dynamics of Civil Structures, Volume 2978-3-319-29751-4Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: FEMUR 時(shí)間: 2025-3-31 14:12
https://doi.org/10.1007/978-3-319-29751-4Modal Parameter Identification; Dynamic Testing of Civil Structures; Human Induced Vibrations of Civil作者: 混合 時(shí)間: 2025-3-31 17:55 作者: anarchist 時(shí)間: 2025-4-1 01:36
Komal Jayaswal,Veerendra Sahu,B. R. Gurjarge existence and location are determined by statistical hypothesis testing of Discrete Cosine Transformation (DCT) coefficients avoiding the original signal recovery. In order to evaluate the performance of both algorithms, multiple damage scenarios are simulated in steel gusset plate model. The com作者: Exclude 時(shí)間: 2025-4-1 04:39
End-to-End Transmission Control in RWNsIn this paper, a fixed sensor network is implemented on a scale laboratory frame structure, and observations are removed from the resulting complete datasets to simulate data missingness. Damage is simulated through interchangeable, variable stiffness elements that make up the frame. Damage detectio作者: 相符 時(shí)間: 2025-4-1 07:01 作者: aphasia 時(shí)間: 2025-4-1 14:06 作者: 擴(kuò)大 時(shí)間: 2025-4-1 16:25
