標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad Conference proceedings 2020 Society for Experimental Mechanics, [打印本頁] 作者: 照相機 時間: 2025-3-21 18:06
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: Cirrhosis 時間: 2025-3-21 20:53
Kira S. Makarova,Eugene V. Kooninis modeled as the output of the human, while the structure’s acceleration is fed back into the control human system. Experiments performed at the University of South Carolina using a flexible platform that behaves as a single degree of freedom system are used to test the model. A force plate is inst作者: 脆弱么 時間: 2025-3-22 04:11
Modellierung verteilter Teamarbeit, to environmental conditions. In order to increase the robustness of the tracking algorithm, the global environmental conditions, particularly temperature, are monitored and used. It is concluded that in order to obtain a reliable tracking, a minimum number of sensors is required if closely spaced m作者: MIRTH 時間: 2025-3-22 08:18
https://doi.org/10.1007/978-3-642-40874-8 so many applications in which this approach is really put into service..This paper describes the application of MEMS accelerometers in a high performance and cost-effective SHM system for bridge structures. In particular, data from a real time monitoring system installed in a box section composite 作者: 小卷發(fā) 時間: 2025-3-22 11:23 作者: Diluge 時間: 2025-3-22 13:34 作者: Diluge 時間: 2025-3-22 20:09
Cadmium in European Inland Watershowing that the acceleration bridge response to vehicles consists of a combination of both low and higher frequency modes. Truck induced excitation has been used to estimate the modal parameters of the bridge, such as critical damping ratios for the vertical modes of vibration assuming a viscous-equ作者: interference 時間: 2025-3-22 22:19
https://doi.org/10.1007/978-3-662-13286-9iggered high-speed recordings of strains and vibrations during truck crossing events. A weigh-in-motion system located in the roadway in front of the bridge measures the weight, speed and other characteristics of every truck that crosses the bridge. The effects of the different truck characteristics作者: 失望昨天 時間: 2025-3-23 02:45
accelerometer and sensing systems, and the accelerometer chip is integrated on a circuit board with additional electronics for power, data acquisition and communications. In the more common design of structural health monitoring system employing wired sensors of various types, a low-cost MEMS accel作者: 的事物 時間: 2025-3-23 09:02
Modeling Human-Structure Interaction Using Control Models When Bobbing on a Flexible Structure,is modeled as the output of the human, while the structure’s acceleration is fed back into the control human system. Experiments performed at the University of South Carolina using a flexible platform that behaves as a single degree of freedom system are used to test the model. A force plate is inst作者: Complement 時間: 2025-3-23 12:09
Modal Tracking on a Building with a Reduced Number of Sensors System, to environmental conditions. In order to increase the robustness of the tracking algorithm, the global environmental conditions, particularly temperature, are monitored and used. It is concluded that in order to obtain a reliable tracking, a minimum number of sensors is required if closely spaced m作者: pancreas 時間: 2025-3-23 17:06 作者: 未開化 時間: 2025-3-23 20:32 作者: unstable-angina 時間: 2025-3-23 23:08
Floor Vibrations and Elevated Non-structural Masses,ass is implemented in the finite-element model and hence in the predictions of floor frequencies. Other differences in the assumed configuration of the non-structural masses is considered in order to allow comparison between influences of different assumptions.作者: 表臉 時間: 2025-3-24 02:38 作者: bile648 時間: 2025-3-24 07:33
The Influence of Truck Characteristics on the Vibration Response of a Bridge,iggered high-speed recordings of strains and vibrations during truck crossing events. A weigh-in-motion system located in the roadway in front of the bridge measures the weight, speed and other characteristics of every truck that crosses the bridge. The effects of the different truck characteristics作者: 記憶 時間: 2025-3-24 12:20
Experimental Evaluation of Low-Cost Accelerometers for Dynamic Characterization of Bridges, accelerometer and sensing systems, and the accelerometer chip is integrated on a circuit board with additional electronics for power, data acquisition and communications. In the more common design of structural health monitoring system employing wired sensors of various types, a low-cost MEMS accel作者: 未開化 時間: 2025-3-24 17:50
Ziheng Zhang,Ping Wang,Ji-Long Liuity cases which lead to three moisture content levels for which the material properties are identified. It is shown that G. decreases and (η.) increases when the moisture content increases. This method can be used to monitor complex shaped structures in a non-destructive way.作者: FLASK 時間: 2025-3-24 21:28 作者: 敲詐 時間: 2025-3-25 02:56
Effects of Cadmium Exposure in Humans,uency and span length, composite steel-concrete structure. The main factors that drive the vibration performance of the FRP structure are discussed and some recommendations for vibration serviceability checks are made.作者: erythema 時間: 2025-3-25 07:24
https://doi.org/10.1007/978-3-662-13387-3f FRP structures. Comparisons are made between the predicted design behavior and measured responses. Measured vertical bending modes are 2.53 and 8.48?Hz, with a torsional mode at 3.36?Hz, agreeing with predicted design behavior. Walking tests on the bridge demonstrate that it responses strongly to typical human pacing frequencies and actions.作者: Landlocked 時間: 2025-3-25 10:14
The Carcinogenic Potential of Caffeinecal sensor data only and a corresponding 1D CNN is trained for each sensor unit without any synchronization or data transmission. This results in a decentralized system for structural damage detection under ambient environment. The performance of this method is tested and validated on a steel grid laboratory structure.作者: GROG 時間: 2025-3-25 13:32 作者: 滔滔不絕地講 時間: 2025-3-25 19:25 作者: LANCE 時間: 2025-3-25 22:19
Vibration Performance of a Lightweight FRP Footbridge Under Human Dynamic Excitation,uency and span length, composite steel-concrete structure. The main factors that drive the vibration performance of the FRP structure are discussed and some recommendations for vibration serviceability checks are made.作者: arterioles 時間: 2025-3-26 00:53 作者: conflate 時間: 2025-3-26 07:59 作者: 雀斑 時間: 2025-3-26 09:29 作者: 來這真柔軟 時間: 2025-3-26 14:30 作者: 絕緣 時間: 2025-3-26 20:02
ng with these amplitude levels. This allows the modal parameters to be estimated based on RD signatures computed with each amplitude level, using time domain parameter estimation methods, and the amplitude dependency of the damping is identified.作者: 主動脈 時間: 2025-3-26 21:23
Complexity cores and hard-to-prove formulas,raw strain data, while the loading is assumed unknown. The inherent uncertainty in measurements and model assumptions result in a posterior distribution of parameters of damage such as gap size and location. The results show that the true parameter of damage, which is used to generate simulated data, could be predicted using the posterior.作者: 土坯 時間: 2025-3-27 05:08 作者: 領(lǐng)先 時間: 2025-3-27 07:01
Improving an Experimental Test Bed with Time-Varying Parameters for Developing High-Rate Structural system in new configurations during various parameter changes. A clamped-clamped condition to increase the system’s natural frequencies is studied, along with improvements in test repeatability and user control over parameter changes.作者: 庇護 時間: 2025-3-27 12:08 作者: AVOID 時間: 2025-3-27 15:16 作者: 忘川河 時間: 2025-3-27 18:15 作者: 考博 時間: 2025-3-27 23:40 作者: Locale 時間: 2025-3-28 03:49 作者: 坦白 時間: 2025-3-28 06:21 作者: inflate 時間: 2025-3-28 10:46 作者: VEST 時間: 2025-3-28 15:20 作者: 財政 時間: 2025-3-28 21:18 作者: Limousine 時間: 2025-3-28 23:26 作者: 形狀 時間: 2025-3-29 03:22
Modeling Human-Structure Interaction Using Control Models When Bobbing on a Flexible Structure,s in a higher live to dead load ratio and the possibility of excessive vibrations due to human loading. This paper extends a controller theory based model to model the human-structure-interaction (HSI) problem. Prior work focused on modeling a standing individual with bent knees using a proportional作者: RENIN 時間: 2025-3-29 08:13 作者: lavish 時間: 2025-3-29 13:49 作者: Eclampsia 時間: 2025-3-29 15:34 作者: 灌輸 時間: 2025-3-29 22:47 作者: 沖突 時間: 2025-3-30 03:41 作者: 皮薩 時間: 2025-3-30 04:48 作者: decode 時間: 2025-3-30 09:43 作者: 廣告 時間: 2025-3-30 13:30 作者: Aviary 時間: 2025-3-30 19:42 作者: 舊石器 時間: 2025-3-30 22:04
Vibration Performance of a Lightweight FRP Footbridge Under Human Dynamic Excitation,e typically characterised by high strength, and relatively low mass and stiffness. These properties could lead to excessive vibration response under human-induced dynamic loading. This paper studies dynamic performance of a 19.8?m long, simply supported, FRP footbridge exposed to walking and jogging作者: 領(lǐng)先 時間: 2025-3-31 03:22
A Study of Suspension Bridge Vibrations Induced by Heavy Vehicles,ll-scale test bed for research on dynamic bridge behavior and wind characteristics in a complex terrain. In this study we investigate bridge vibrations induced by heavy vehicles crossing the bridge. As the bridge is located on the outskirts of the urban environment, the traffic across the bridge is 作者: conscribe 時間: 2025-3-31 08:13
Design and Performance of a Bespoke Lively All-FRP Footbridge,ymer (FRP) components. FRP composite bridges are an attractive option for footbridge construction since their lightweight nature offers engineering advantages. However, when combined with their low stiffness, such structures can result in being lively to human-induced loading conditions. Our bespoke作者: vocation 時間: 2025-3-31 13:04 作者: 植物茂盛 時間: 2025-3-31 16:35 作者: Cardiac-Output 時間: 2025-3-31 19:54 作者: wangle 時間: 2025-4-1 00:51 作者: facetious 時間: 2025-4-1 02:21
978-3-030-12117-4Society for Experimental Mechanics, Inc. 2020作者: 博識 時間: 2025-4-1 06:32
