標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 4 Hae Young Noh,Matthew Whelan,P. Scott Harvey Conference proceedings 2023 The S [打印本頁] 作者: duodenum 時(shí)間: 2025-3-21 17:01
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: constitutional 時(shí)間: 2025-3-21 23:21
S. Jana,Ken Gnanakan,B. B. Jana of vibration damping in rotary structures. In this article, deriving analytical solution of lateral vibration and active vibration control of a wind turbine (WT) blade are investigated. First, a new semi-analytical solution is developed to obtain the lateral deflection of a wind turbine blade under作者: Dealing 時(shí)間: 2025-3-22 03:02
R. Prabhakar,Y. Bharath,S. N. Singhe effective when considered during the design process or in mitigation situations. If designed and implemented properly, they achieve three goals: (1) maintain structural motion levels below commonly accepted criteria, (2) optimize the size and configuration of the structural system in order to prov作者: 大量 時(shí)間: 2025-3-22 07:21
O. M. Ojowuro,B. Olowe,A. S. Aremues the accurate modelling of the physical twin under realistic loading conditions. A lesser considered loading condition is the environmental conditions on the system, particularly the environmental temperature. This effect of temperature variation is of particular importance when there is a materia作者: GORGE 時(shí)間: 2025-3-22 10:14
Natela L. Dvalishvili,Mariam Sh. Tabatadzen railway bridges in the form of higher train speeds and axle loads. In order to ensure the safety of railway infrastructure, their dynamic response must be studied in detail and health be monitored. Vibration signatures of railway bridges are commonly used to fulfill these tasks. In particular, amb作者: Bph773 時(shí)間: 2025-3-22 16:11 作者: Bph773 時(shí)間: 2025-3-22 20:43
O. M. Ojowuro,B. Olowe,A. S. Aremuect of structural monitoring and damage identification, involve some form of composite components. The structural performance of a composite structure is dependent upon the conditions of the basic flexure-pertinent constituents, e.g., the material degradation (reduced Young’s modulus) or cracking in作者: Permanent 時(shí)間: 2025-3-23 00:38 作者: Paleontology 時(shí)間: 2025-3-23 02:19
Role of Photo-catalysis in Water Remediationver, there is inherent complexity in the development of VBI models which must account for multibody dynamics of vehicles, structural dynamics of bridges, and vehicle-bridge contact relationships. Within the literature, three distinct frameworks exist for handling the model complexity of VBI: (1) har作者: 發(fā)起 時(shí)間: 2025-3-23 08:09
Ankur Gupta,Kunal Mondal,Satyam Kumarudies of metamaterials assume that the structure is intact and undamaged. However, all real-world structures will eventually experience some damage (e.g., due to manufacturing defects, material inclusions, handling damage, corrosion, etc.). For metamaterials to be placed in service in real applicati作者: 排出 時(shí)間: 2025-3-23 09:50
Ankur Gupta,Kunal Mondal,Satyam Kumarducted visually, which can be particularly limited to detecting hidden and minor damage, for instance, fatigue cracks, delamination, and corrosion of embedded reinforcement. Ideally, the bridge inspectors need to identify any changes in dynamic parameters of the bridge, such as natural frequencies, 作者: 召集 時(shí)間: 2025-3-23 16:58
Ankur Gupta,Kunal Mondal,Satyam Kumartems’ design process and performance. It leads to struggling to comply with the requirements of local building codes. This study presents and discusses the uncertainty quantification (UQ) of both the mechanical parameters of the stress–strain curve of steel reinforcing bars and the modulus of elasti作者: 指派 時(shí)間: 2025-3-23 19:45
https://doi.org/10.1007/978-3-031-05449-5Structural Vibration; Humans & Structures; Innovative Measurement for Structural Applications; Smart St作者: infelicitous 時(shí)間: 2025-3-24 00:38 作者: 愛哭 時(shí)間: 2025-3-24 05:19 作者: NEX 時(shí)間: 2025-3-24 09:21
2191-5644 & Structures.Innovative Measurement for Structural Applications.Smart Structures and Automation?.Modal Identification of Structural Systems.Bridges and Novel Vibration Analysis.Sensors and Control?.978-3-031-05451-8978-3-031-05449-5Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: artifice 時(shí)間: 2025-3-24 14:44
Conference proceedings 2023s and case studies on fundamental and applied aspects of the Dynamics of Civil Structures, including papers on:.Structural Vibration.Humans & Structures.Innovative Measurement for Structural Applications.Smart Structures and Automation?.Modal Identification of Structural Systems.Bridges and Novel Vibration Analysis.Sensors and Control?.作者: infarct 時(shí)間: 2025-3-24 18:44 作者: 窗簾等 時(shí)間: 2025-3-24 23:03 作者: Perigee 時(shí)間: 2025-3-25 01:43 作者: 槍支 時(shí)間: 2025-3-25 05:52 作者: 方舟 時(shí)間: 2025-3-25 11:04 作者: 驚惶 時(shí)間: 2025-3-25 12:04 作者: evanescent 時(shí)間: 2025-3-25 18:51 作者: BUDGE 時(shí)間: 2025-3-25 20:34 作者: 金哥占卜者 時(shí)間: 2025-3-26 02:23
Smart Active Vibration Control System of a Wind Turbine Blade Using Piezoelectric Material,ived based on the integration of the piezoelectric transducer vibration equations into the vibration equations of the Euler-Bernoulli beam structure. Finite element model of the wind turbine blade with piezoelectric patches is developed. A unique transfer function matrix is derived. The beam structu作者: Jocose 時(shí)間: 2025-3-26 07:52
You Put , Tuned Mass Dampers in ONE Building?,000 sm steel-framed structure originally designed as a core and shell office building with 3 levels of below-grade parking, 12 above-grade levels of tenant space, and 2 mechanical penthouse levels. As construction was beginning, a single pharmaceutical firm chose to lease the entire building and req作者: LEER 時(shí)間: 2025-3-26 09:26
Modal Identification of a Railway Bridge Under Train Crossings: A Comparative Study,. Specifically, it focuses on the variations in the dynamic behavior of the bridge observed under train crossings and those obtained from ambient vibrations. The bridge, whose dynamic response is under scrutiny, presents peculiarities in terms of its boundary conditions. They significantly differ fr作者: 微生物 時(shí)間: 2025-3-26 12:52 作者: 果仁 時(shí)間: 2025-3-26 17:50 作者: apiary 時(shí)間: 2025-3-27 00:07 作者: 固定某物 時(shí)間: 2025-3-27 04:43 作者: 使殘廢 時(shí)間: 2025-3-27 06:08 作者: 廣口瓶 時(shí)間: 2025-3-27 13:15 作者: Bricklayer 時(shí)間: 2025-3-27 16:27
R. Prabhakar,Y. Bharath,S. N. Singh000 sm steel-framed structure originally designed as a core and shell office building with 3 levels of below-grade parking, 12 above-grade levels of tenant space, and 2 mechanical penthouse levels. As construction was beginning, a single pharmaceutical firm chose to lease the entire building and req作者: 內(nèi)行 時(shí)間: 2025-3-27 21:23
Natela L. Dvalishvili,Mariam Sh. Tabatadze. Specifically, it focuses on the variations in the dynamic behavior of the bridge observed under train crossings and those obtained from ambient vibrations. The bridge, whose dynamic response is under scrutiny, presents peculiarities in terms of its boundary conditions. They significantly differ fr作者: Arctic 時(shí)間: 2025-3-28 00:00 作者: 樂意 時(shí)間: 2025-3-28 04:38 作者: badinage 時(shí)間: 2025-3-28 08:21 作者: 新星 時(shí)間: 2025-3-28 12:48 作者: 淺灘 時(shí)間: 2025-3-28 14:44 作者: 創(chuàng)造性 時(shí)間: 2025-3-28 18:51 作者: HEAVY 時(shí)間: 2025-3-28 23:09 作者: Pathogen 時(shí)間: 2025-3-29 05:03 作者: 呼吸 時(shí)間: 2025-3-29 10:04
Modal Identification of a Railway Bridge Under Train Crossings: A Comparative Study,n railway bridges in the form of higher train speeds and axle loads. In order to ensure the safety of railway infrastructure, their dynamic response must be studied in detail and health be monitored. Vibration signatures of railway bridges are commonly used to fulfill these tasks. In particular, amb作者: CHAR 時(shí)間: 2025-3-29 15:15
Real-Time and Web-Based Structural Damage Detection Network for Multiple Structures,oring system improves resiliency and helps manage the operation and maintenance of structures in an optimum way. The authors have focused on stadia-type laboratory structures for this network. Health monitoring of stadia has been conducted at multiple places in the world; however, a network of stadi作者: 等級的上升 時(shí)間: 2025-3-29 16:34
Identification of Damage in Composite Beams Involving Both Flexural and Shear Link Damages,ect of structural monitoring and damage identification, involve some form of composite components. The structural performance of a composite structure is dependent upon the conditions of the basic flexure-pertinent constituents, e.g., the material degradation (reduced Young’s modulus) or cracking in作者: harmony 時(shí)間: 2025-3-29 19:49
Anomaly Detection Through Long-Term SHM: Some Interesting Cases on Bridges,sign of monitoring systems, based on cheaper hardware, at the same time granting satisfactory performances, is making available huge data flows, allowing researchers not just to create a wide database but also to create logbooks of possible anomalies and defects, which can be both related to the inf作者: 宮殿般 時(shí)間: 2025-3-30 00:07
A Framework for Developing Efficient Vehicle-Bridge Interaction Models Within a Commercial Finite Ever, there is inherent complexity in the development of VBI models which must account for multibody dynamics of vehicles, structural dynamics of bridges, and vehicle-bridge contact relationships. Within the literature, three distinct frameworks exist for handling the model complexity of VBI: (1) har作者: 鋼筆尖 時(shí)間: 2025-3-30 06:27
Damaged Metamaterials: Structural Health Monitoring and Damage Tolerance,udies of metamaterials assume that the structure is intact and undamaged. However, all real-world structures will eventually experience some damage (e.g., due to manufacturing defects, material inclusions, handling damage, corrosion, etc.). For metamaterials to be placed in service in real applicati作者: FLAIL 時(shí)間: 2025-3-30 09:19 作者: 以煙熏消毒 時(shí)間: 2025-3-30 14:54
Bayesian Uncertainty Assessment for Modulus of Elasticity of Concrete and Mechanical Properties of tems’ design process and performance. It leads to struggling to comply with the requirements of local building codes. This study presents and discusses the uncertainty quantification (UQ) of both the mechanical parameters of the stress–strain curve of steel reinforcing bars and the modulus of elasti
