標(biāo)題: Titlebook: Dynamics of Coupled Structures, Volume 4; Proceedings of the 3 Matt Allen,Randall L. Mayes,Daniel Rixen Conference proceedings 2016 Springe [打印本頁] 作者: 鏟除 時間: 2025-3-21 20:07
書目名稱Dynamics of Coupled Structures, Volume 4影響因子(影響力)
書目名稱Dynamics of Coupled Structures, Volume 4影響因子(影響力)學(xué)科排名
書目名稱Dynamics of Coupled Structures, Volume 4網(wǎng)絡(luò)公開度
書目名稱Dynamics of Coupled Structures, Volume 4網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Dynamics of Coupled Structures, Volume 4被引頻次
書目名稱Dynamics of Coupled Structures, Volume 4被引頻次學(xué)科排名
書目名稱Dynamics of Coupled Structures, Volume 4年度引用
書目名稱Dynamics of Coupled Structures, Volume 4年度引用學(xué)科排名
書目名稱Dynamics of Coupled Structures, Volume 4讀者反饋
書目名稱Dynamics of Coupled Structures, Volume 4讀者反饋學(xué)科排名
作者: SPECT 時間: 2025-3-21 23:04 作者: 慢跑 時間: 2025-3-22 02:04 作者: Density 時間: 2025-3-22 06:10
World Cybersecurity Development,linear regression are used to facilitate the estimation of the state sequences and system parameters. The force identification model is then reasonably established on the basis of the estimated system model. A weighted algorithm based on the homotopy analysis method is employed to discretize the wel作者: 過去分詞 時間: 2025-3-22 09:33
Chinese Academy of Cyberspace Studies method employs static load patches, rather than point loads, in regions defined by 3-D elastic elements and other problematic zones on a highly detailed finite element model (FEM). Three key benefits are realized by the methodology, namely (1) definition of a well-posed test-analysis mass (TAM) mat作者: HAVOC 時間: 2025-3-22 15:08
Multi-User Authentication Using WiFi,rimentally on a mode-by-mode basis and then used to predict the nonlinear response of an assembly. The method relies on the fact that the modes of a weakly nonlinear structure tend to remain uncoupled so long as their natural frequencies are distinct and higher harmonics generated by the nonlinearit作者: HAVOC 時間: 2025-3-22 21:08
Multi-User Authentication Using WiFi,l mass to ground through the traditional spring and damper, a nonlinear Iwan element was added. This assumes that the mode shapes do not change with amplitude and there are no interactions between modal degrees of freedom. This work expands on these previous studies. An impact experiment is performe作者: 令人苦惱 時間: 2025-3-22 21:39 作者: ADORE 時間: 2025-3-23 02:53 作者: vocation 時間: 2025-3-23 07:24 作者: 獸皮 時間: 2025-3-23 13:19
Long Yuan,Shiyu Yang,Xiang Zhaond turbine (the Substructuring Focus Group’s test bed). The method is applied for the assembly of the hub and three blades using a substitute (also called transmission simulator in modal based substructuring methods) in order to induce the effect of constrained interface of the blades. A method of v作者: Paradox 時間: 2025-3-23 17:21
Yuxuan Diao,Zhongbin Sun,Yong Zhouquently, older buildings are renovated for newer purposes that require the removal of partitions that had previously provided some vibration control through added structural damping and stiffness. It can be prohibitive, both economically and operationally, to either retrofit the original structure w作者: 解決 時間: 2025-3-23 18:11 作者: FLIC 時間: 2025-3-23 22:57 作者: 抗體 時間: 2025-3-24 03:48
https://doi.org/10.1007/978-981-99-7254-8This has predominantly focussed on footbridges and floors and there is some evidence that this research is paving the way for commercial installations of AVC where traditional vibration control measures are not appropriate. However, the design of an AVC system is a complex task because of the influe作者: 蛛絲 時間: 2025-3-24 09:35
https://doi.org/10.1007/978-981-99-7254-8open plan library area of a suburban middle school. The library extends just beyond a 47?×?52 ft bay framed with a 3?in. slab on metal deck supported by 28 in deep steel joists spanning the short direction and W36 rolled girders in the long direction. As part of an upcoming major renovation, there i作者: 寒冷 時間: 2025-3-24 12:17 作者: 類人猿 時間: 2025-3-24 15:02
https://doi.org/10.1007/978-981-99-7254-8ons are kept at an acceptable level. In the design of vibration reduction measures, it is desirable to have computational models for predicting the effects of structural modifications. Validations of the models to experimental data have to be performed to ensure reliable predictions. The experimenta作者: 無能力之人 時間: 2025-3-24 22:23 作者: 注入 時間: 2025-3-25 02:11 作者: FLAX 時間: 2025-3-25 04:49 作者: admission 時間: 2025-3-25 11:25 作者: 蝕刻 時間: 2025-3-25 11:59 作者: ineffectual 時間: 2025-3-25 19:25
Dynamics of Coupled Structures, Volume 4978-3-319-29763-7Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: Flu表流動 時間: 2025-3-25 20:15 作者: Suggestions 時間: 2025-3-26 00:36
Controls Based Hybrid Sub-Structuring Approach to Transfer Path Analysis,hat this approach can accurately predict the coupled dynamic system response of multiple substructured systems including operating mechanical equipment with a complex vibration source. The main advantage of this method is that it uses blocked force measurements in the form of a power spectral densit作者: 珍奇 時間: 2025-3-26 05:27 作者: Baffle 時間: 2025-3-26 11:07 作者: ALB 時間: 2025-3-26 13:36 作者: 代理人 時間: 2025-3-26 20:52 作者: Keratin 時間: 2025-3-26 22:05 作者: frugal 時間: 2025-3-27 02:36 作者: 分離 時間: 2025-3-27 09:22
Computational Models of Vortex Wakeon algorithms with various tuning parameters. As a consequence, it is possible to test systems with multiple interface DoF. In order to illustrate the performance and robustness of the proposed testing algorithm, the contribution includes a numerical investigation on a lumped mass system.作者: 無價值 時間: 2025-3-27 12:19
Unsteady Blade Element Momentum Methodhat this approach can accurately predict the coupled dynamic system response of multiple substructured systems including operating mechanical equipment with a complex vibration source. The main advantage of this method is that it uses blocked force measurements in the form of a power spectral densit作者: 6Applepolish 時間: 2025-3-27 15:52
Multi-User Authentication Using WiFi,of interest, they can be assembled using standard techniques and used with a numerical integration routine to compute the nonlinear transient response of the assembled structure. The proposed methods are demonstrated by coupling a modal model of a 3DOF system with three discrete Iwan joints to a lin作者: 信條 時間: 2025-3-27 21:45
Multi-User Authentication Using WiFi,ed interface allows to replace some coupling DoFs (e.g. rotational DoFs) with a subset of internal DoFs. Furthermore, qualitative criteria for an appropriate selection of the internal DoFs used to replace unwanted coupling DoFs are stated. In this paper, a procedure to optimally replace coupling DoF作者: Endoscope 時間: 2025-3-27 23:40
Long Yuan,Shiyu Yang,Xiang Zhao a hub-one-blade assembly is presented. Starting from an experimental free-free representation of the hub-one-blade assembly the hub is considered as flexible fixture and its FE representation is removed from the assembly. The obtained experimental Craig-Bampton-representation of one blade is then d作者: 貝雷帽 時間: 2025-3-28 06:07
Alessandro Visintin,Mauro Conti supported. The deflection of the partially restrained CFS floor joist is adopted as the admissible function of the plate in the derivation of equations to evaluate the fundamental frequency of the equivalent orthotropic plate. Simplified equations and equivalent rigidity properties are proposed for作者: IOTA 時間: 2025-3-28 06:44 作者: GLOSS 時間: 2025-3-28 11:26 作者: Uncultured 時間: 2025-3-28 18:23
Chinese Academy of Cyberspace Studiesrrelevant modes from the measured mode set. Improved qualities of the modified Guyan reduction strategy are demonstrated with a problematic spacecraft-type FEM, which cannot be readily treated using classical Guyan reduction methodology.作者: flamboyant 時間: 2025-3-28 19:19
Multi-User Authentication Using WiFi,ulator concept is adapted to state-space substructuring. Experimental-analytical substructuring of the focus group benchmark structure, the Ampair A600 wind turbine, is used to verify the methodology.作者: 大暴雨 時間: 2025-3-29 02:24 作者: watertight, 時間: 2025-3-29 04:45
Yuxuan Diao,Zhongbin Sun,Yong Zhou steel buildings, and demonstrates the effectiveness of using interstitial columns to vertically link two or more floors together. In doing so, the mass and/or stiffness of the floor will be increased, which serves to reduce footfall vibration levels.作者: 小淡水魚 時間: 2025-3-29 11:14 作者: 導(dǎo)師 時間: 2025-3-29 12:25
Response DOF Selection for Mapping Experimental Normal Modes-2016 Update,rrelevant modes from the measured mode set. Improved qualities of the modified Guyan reduction strategy are demonstrated with a problematic spacecraft-type FEM, which cannot be readily treated using classical Guyan reduction methodology.作者: Conduit 時間: 2025-3-29 15:45 作者: 全國性 時間: 2025-3-29 23:10 作者: seruting 時間: 2025-3-30 02:59 作者: 迅速成長 時間: 2025-3-30 07:03
Mitigating Existing Floor Vibration Issues in a School Renovation, and make suggestions to alter the behavior, a research study was undertaken. This paper describes the vibration measurements taken, assesses the behavior found including the surprising impact of higher order modes, and explores possible options to mitigate the impact of vibration on the occupants.作者: 到婚嫁年齡 時間: 2025-3-30 08:26 作者: 冬眠 時間: 2025-3-30 12:28 作者: Affable 時間: 2025-3-30 18:51 作者: Fantasy 時間: 2025-3-30 21:49
Force Identification Based on Subspace Identification Algorithms and Homotopy Method,l-known ill-posed problems. Moreover, a criterion based on L-curves is adopted for choosing the level of regularization. Finally, laboratory experiments are presented to demonstrate robustness and effectiveness of the proposed solution technique.作者: 眨眼 時間: 2025-3-31 03:28 作者: 天然熱噴泉 時間: 2025-3-31 08:50
Numerical and Experimental Studies on Scale Models of Lightweight Building Structures,l studies are simplified if full-scale models can be scaled down in size. In the paper, methods for designing scaled experimental models of building structures are discussed. An example, the scaling of a wooden building structure, is presented.作者: 大量殺死 時間: 2025-3-31 13:04 作者: 錯誤 時間: 2025-3-31 14:49
2191-5644 Modeling of Joints.? Industrial Applications of Substructuring.? Source Identifi cation & Transfer Path Analysis.? Human Induced Vibrations.? Damping & Friction.978-3-319-80648-8978-3-319-29763-7Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: subordinate 時間: 2025-3-31 18:35 作者: 彎曲的人 時間: 2025-4-1 00:44
