標(biāo)題: Titlebook: Civil Structural Health Monitoring; Proceedings of CSHM- Waleed Abdullah,Muhammad Tariq Chaudhary,Abdullah Conference proceedings 2024 The [打印本頁] 作者: 引起極大興趣 時(shí)間: 2025-3-21 19:29
書目名稱Civil Structural Health Monitoring影響因子(影響力)
書目名稱Civil Structural Health Monitoring影響因子(影響力)學(xué)科排名
書目名稱Civil Structural Health Monitoring網(wǎng)絡(luò)公開度
書目名稱Civil Structural Health Monitoring網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Civil Structural Health Monitoring被引頻次
書目名稱Civil Structural Health Monitoring被引頻次學(xué)科排名
書目名稱Civil Structural Health Monitoring年度引用
書目名稱Civil Structural Health Monitoring年度引用學(xué)科排名
書目名稱Civil Structural Health Monitoring讀者反饋
書目名稱Civil Structural Health Monitoring讀者反饋學(xué)科排名
作者: GEAR 時(shí)間: 2025-3-21 21:33 作者: interlude 時(shí)間: 2025-3-22 00:32
Resources, Use Potential and Basic Needsticle are some of the local lessons learned from contributions in the field infrastructure testing and monitoring in Egypt and the MENA region. The illustrated structures types include cable stayed roadway bridges, railway bridges, buildings and historical monuments. Furthermore the article will als作者: 芭蕾舞女演員 時(shí)間: 2025-3-22 07:22 作者: FORGO 時(shí)間: 2025-3-22 09:25 作者: 對手 時(shí)間: 2025-3-22 16:44 作者: 對手 時(shí)間: 2025-3-22 21:01
https://doi.org/10.1007/978-94-007-7537-4ometrical parameters, are performed. The Finite Element results showed that the use of welded side plates significantly increases the moment capacity of the connections, and the most effective technique is to use side plates of depth equal to depth of the connecting beam and without top or bottom pl作者: cancellous-bone 時(shí)間: 2025-3-23 00:52 作者: AUGUR 時(shí)間: 2025-3-23 03:48
African Masculinities: An Introductionound acceleration (PGA) and spectral acceleration (Sa) are used as earthquake intensity parameters, while damage index (DI) and maximum inter-story drift ratio (MIDR) are considered as damage measure (DM) parameters. Four different damage-to-loss functions were used to obtain loss results from struc作者: 尖牙 時(shí)間: 2025-3-23 08:37 作者: Between 時(shí)間: 2025-3-23 12:39 作者: 分開 時(shí)間: 2025-3-23 16:51 作者: 無聊點(diǎn)好 時(shí)間: 2025-3-23 20:21
Michael Ndonye,Mellitus Wanyama continuous monitoring and recording response during earthquakes for condition assessment of the structure and possible damage detection. Strong motion instruments were installed on and near the bridge to record seismic shaking as well as response of the bridge to ground motions. This Paper describe作者: Recessive 時(shí)間: 2025-3-24 01:50 作者: Anticoagulants 時(shí)間: 2025-3-24 03:50
African Media Space and Globalizationnatures were used to build the model and predict using a deep learning approach. The prediction of the EMI signal was compared against experimental results, demonstrating the ability of the model to predict and forecast EMI signals with higher accuracy. The accuracy of the proposed model was validat作者: Manifest 時(shí)間: 2025-3-24 10:06
https://doi.org/10.1007/978-3-031-35060-3f the research, a two-storey shear frame structure joined with bolted connectors exposed to vibration and the dynamic properties of the structure would be obtained. Moreover, wavelet transform techniques (WTT) using continuous wavelet transform (CWT) and discrete wavelet transform (DWT) were used to作者: GET 時(shí)間: 2025-3-24 11:27
Jonathan O. Chimakonam,L. Uchenna Ogbonnaya debonding and bonding cases it can be observed that there is a significant variation in the EMI signature of debonding instances concerning the perfect bond and the bond by considering the adhesive layer. Moreover, the increasing trend of RMSD values, indicates the debonding cases and the bond with作者: 廚師 時(shí)間: 2025-3-24 15:17
Monitoring and Structural Assessment of Instrumented Cable-Stayed Bridges Using Recorded Seismic Re was implemented to explain bearing behaviors under various earthquake levels. At the Shin-Nakagawa bridge (total length 533?m, main span 283?m), the development of wireless sensor network (WSN) and the results of 45-month continuous seismic monitoring campaign are described. The WSN monitoring syst作者: 漂浮 時(shí)間: 2025-3-24 21:10
Quantification of SHM Benefits and Costs Using the Theory of Value of Information,d in a broader context of asset management as an enabling technology. Then, the quantification of VoI of SHM data will be illustrated with applications to a prestressed concrete bridge, for which long-term strain monitoring campaigns enabled an accurate assessment of the net benefit of the financial作者: 神秘 時(shí)間: 2025-3-25 02:08
Bridge and Infrastructure Testing and Monitoring in MENA - Examplary Current State and Future Needsticle are some of the local lessons learned from contributions in the field infrastructure testing and monitoring in Egypt and the MENA region. The illustrated structures types include cable stayed roadway bridges, railway bridges, buildings and historical monuments. Furthermore the article will als作者: 難聽的聲音 時(shí)間: 2025-3-25 04:03
Non-destructive Damage Identification of Blended Concrete Systems Using Embedded Piezo Sensors,ve sensing technique in the SHM domain is the electro-mechanical impedance (EMI) technique. The present study addresses the gap with an experimental investigation into damage identification in blended concrete systems under compression loading condition using embedded piezo sensors (EPS) through EMI作者: myopia 時(shí)間: 2025-3-25 09:20
Vision Based Damage Assessment of Stone Masonry Bridges Using Convolutional Neural Network,tion or surrounded by water bodies. To address this challenge, the research paper introduces a comprehensive investigation into the detection of damage in stone masonry bridges. It proposes the implementation of Convolutional Neural Networks (CNNs) to identify and characterize damage within these hi作者: 開花期女 時(shí)間: 2025-3-25 13:13
Unveiling Hidden Insights in Structural Behavior of Columns Using Wavelet Transform and Horizontal inter-cycle comparisons. Through the diligent application of these systematic procedures, this research endeavours to unearth latent dynamics within short columns subjected to cyclic loading, thus contributing significantly to the advancement of knowledge regarding their behaviour and structural in作者: 規(guī)章 時(shí)間: 2025-3-25 17:54 作者: compassion 時(shí)間: 2025-3-25 20:42 作者: Anecdote 時(shí)間: 2025-3-26 00:13
PML Based SHM of RC Industrial Buildings Through Fragility Curves,ound acceleration (PGA) and spectral acceleration (Sa) are used as earthquake intensity parameters, while damage index (DI) and maximum inter-story drift ratio (MIDR) are considered as damage measure (DM) parameters. Four different damage-to-loss functions were used to obtain loss results from struc作者: Altitude 時(shí)間: 2025-3-26 04:52 作者: Cryptic 時(shí)間: 2025-3-26 08:57 作者: Abutment 時(shí)間: 2025-3-26 13:12 作者: 相反放置 時(shí)間: 2025-3-26 17:13 作者: FACET 時(shí)間: 2025-3-26 20:59 作者: idiopathic 時(shí)間: 2025-3-27 05:07
Application of Deep Learning Approach for Predicting Electromechanical Impedance Signal of Steel-Conatures were used to build the model and predict using a deep learning approach. The prediction of the EMI signal was compared against experimental results, demonstrating the ability of the model to predict and forecast EMI signals with higher accuracy. The accuracy of the proposed model was validat作者: 大漩渦 時(shí)間: 2025-3-27 08:12
A Novel Wavelet Transform Techniques (WTT) for Analysis of 2D Shear Building Using Global Vibrationf the research, a two-storey shear frame structure joined with bolted connectors exposed to vibration and the dynamic properties of the structure would be obtained. Moreover, wavelet transform techniques (WTT) using continuous wavelet transform (CWT) and discrete wavelet transform (DWT) were used to作者: Euthyroid 時(shí)間: 2025-3-27 09:39
Influence of Adhesive Bonding and Debonding Detection on Aluminum Beam Using Electro-Mechanical Imp debonding and bonding cases it can be observed that there is a significant variation in the EMI signature of debonding instances concerning the perfect bond and the bond by considering the adhesive layer. Moreover, the increasing trend of RMSD values, indicates the debonding cases and the bond with作者: 熟練 時(shí)間: 2025-3-27 15:40
2366-2557 and infrastructures in hazardous environments, and SHM in earthquake prone regions. Selected by means of a rigorous peer-review process, they will spur novel research directions and foster future multidisciplinary collaborations..978-3-031-62255-7978-3-031-62253-3Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 無脊椎 時(shí)間: 2025-3-27 20:59 作者: 磨碎 時(shí)間: 2025-3-28 00:02 作者: Nebulous 時(shí)間: 2025-3-28 02:35 作者: 陪審團(tuán)每個(gè)人 時(shí)間: 2025-3-28 08:55
Continuous Monitoring of the Early-Age Strength Development of Cement Paste Using Embeddable Piezoetrong agreement with the proposed frequency domain approach. The observed behavior of concrete in wave transmission measurements exhibits similarities to that of an electronic filter. Initially, concrete behaves similar to a low-pass filter, but as time elapses, it transitions into a high-pass filter.作者: Esophagus 時(shí)間: 2025-3-28 11:40
Conference proceedings 2024alysis techniques, influence of environmental and operational conditions, aging structures and infrastructures in hazardous environments, and SHM in earthquake prone regions. Selected by means of a rigorous peer-review process, they will spur novel research directions and foster future multidisciplinary collaborations..作者: 子女 時(shí)間: 2025-3-28 17:24 作者: Aromatic 時(shí)間: 2025-3-28 22:49 作者: 廚師 時(shí)間: 2025-3-29 00:08
Bridge and Infrastructure Testing and Monitoring in MENA - Examplary Current State and Future Needs testing and monitoring and highlight the expected huge future needs in the field. This is to shed some light on SHM activities in this part of the world having Egypt as an example modern developing country in the region. The huge need for monitoring, testing and assessment investigations in Egypt a作者: Muffle 時(shí)間: 2025-3-29 03:11
Continuous Monitoring of the Early-Age Strength Development of Cement Paste Using Embeddable Piezoerly-age strength development of cement paste. The transducers that have been developed are equipped with various levels of protection in order to enhance their resilience in an alkaline environment and mitigate the risk of short-circuits. The transducers are operated in actuator-receiver mode. The o作者: originality 時(shí)間: 2025-3-29 08:09 作者: CHARM 時(shí)間: 2025-3-29 14:29 作者: Condyle 時(shí)間: 2025-3-29 19:38
Unveiling Hidden Insights in Structural Behavior of Columns Using Wavelet Transform and Horizontal nique on horizontal displacement history data. The analysis focuses on sequences of fully reversed displacement cycles, aiming to unveil concealed structural insights and to investigate various structural performances such as strength, deformation, and failure characteristics. The investigation proc作者: Trabeculoplasty 時(shí)間: 2025-3-29 23:42
Strengthening and Retrofitting of Steel Moment Connections,ng side plates. Verification models are performed using the commercial finite element program (Cosmos/M- Ver.2.6), and these finite element models are calibrated against some experimental results. The results showed good agreement and they are briefly reviewed in this paper. A series of seven groups作者: CORE 時(shí)間: 2025-3-30 00:44 作者: FAST 時(shí)間: 2025-3-30 06:28 作者: 騙子 時(shí)間: 2025-3-30 08:31 作者: Left-Atrium 時(shí)間: 2025-3-30 15:27
Real-Time Frame Monitoring App: Development and Experimental Evaluation,n assess not only the construction quality of existing structures but also of new ones, thereby enhancing overall safety. Considerable research is underway, exploring diverse methodologies leveraging various sensors to enable real-time quality assessment. These methods aim to offer continuous on-sit作者: 冥想后 時(shí)間: 2025-3-30 16:53 作者: 類型 時(shí)間: 2025-3-30 21:59 作者: 處理 時(shí)間: 2025-3-31 02:32
Structural Identification and Monitoring for the Skyway Span of the San Francisco-Oakland Bay Bridgtion of actual loads (e.g., seismic, wind, traffic, temperature, etc.). Long-span cable-supported bridges are wind, and seismic-sensitive structures as their static and dynamic structural responses are particularly susceptible to wind and earthquake intensity. The new East Span of the San Francisco-作者: 尖叫 時(shí)間: 2025-3-31 05:18
Application of Deep Learning Approach for Predicting Electromechanical Impedance Signal of Steel-Coeverity evaluation challenging using PZT sensors via electro-mechanical impedance (EMI) techniques. The prediction of EMI signals poses significant constraints, particularly in the case of historical or existing structures. The present study employs a convolutional neural network (CNN) and long shor作者: certain 時(shí)間: 2025-3-31 10:35
A Novel Wavelet Transform Techniques (WTT) for Analysis of 2D Shear Building Using Global Vibrationr indirectly which affects structure‘s vibrational response. A structure is composed of various sub-elements, and damage in any element of the structure can cause the failure of the whole structure. Hence, timely damage detection and monitoring of the structure is essential to improve the performanc作者: separate 時(shí)間: 2025-3-31 13:22
Influence of Adhesive Bonding and Debonding Detection on Aluminum Beam Using Electro-Mechanical Impnce (EMI) technique is one such local type of health monitoring that can detect incipient damages in the host structure. There are some challenges in the piezo-structure interaction; one is related to the bonding and debonding of the adhesive layer between the host structure and Lead Zirconium Titan作者: 郊外 時(shí)間: 2025-3-31 18:08
Waleed Abdullah,Muhammad Tariq Chaudhary,Abdullah Presents papers from the 9th Civil Structural Health Monitoring Workshop (CSHM-9), held in Kuwait on Feb 12–14, 2024.Covers virtually all areas of civil structural health monitoring.Written by leading作者: 隼鷹 時(shí)間: 2025-4-1 00:56
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/d/image/242133.jpg作者: enflame 時(shí)間: 2025-4-1 04:47
Resources, Use Potential and Basic Needscords from wired and wireless monitoring system. The subject bridges are Yokohama-Bay bridge, Tokachi bridge and Shin-Nakagawa bridge in Japan. At the Yokohama-Bay bridge (total length 860?m, main span 460?m), a comprehensive wired monitoring system has been established for more than 30?years. Recor作者: Flustered 時(shí)間: 2025-4-1 08:00
