標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 4; Proceedings of the 3 Fikret Necati Catbas Conference proceedings 2014 The Society for Experimental [打印本頁(yè)] 作者: Ford 時(shí)間: 2025-3-21 17:29
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4影響因子(影響力)
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4被引頻次
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4被引頻次學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4年度引用
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4年度引用學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4讀者反饋
書(shū)目名稱(chēng)Dynamics of Civil Structures, Volume 4讀者反饋學(xué)科排名
作者: Flawless 時(shí)間: 2025-3-21 22:43
Cable Parameters for Homogenous Cable-Beam Models for Space Structures,or quantifying the structural impact of cable harnesses on space flight structures, and towards this goal, the authors aim to predict cable damping and resonance behavior. Cables can be modeled as shear beams, but the shear beam model assumes a homogenous, isotropic material, which a stranded cable 作者: Prosaic 時(shí)間: 2025-3-22 01:16 作者: 導(dǎo)師 時(shí)間: 2025-3-22 07:42 作者: 精致 時(shí)間: 2025-3-22 10:38
Expansion of Mode Shapes and Responses on the Offshore Platform Valdemar, the potential for extending the lifetime of offshore platforms by implementation of Structural Monitoring Systems (SMS). The project, which this paper is based on, uses an expansion technique as a first step in the sequence of assessing the actual lifetime of a platform. Mode shapes and natural fre作者: Intentional 時(shí)間: 2025-3-22 13:19
Vibration Testing of a Floor During Multiple Phases of Construction,e requirements and accessibility, both of which limit the opportunities available for testing. Clean measurement data can sometimes be difficult to obtain due to disturbances on site from other construction activities. This paper presents the results from a unique opportunity to conduct full modal t作者: Intentional 時(shí)間: 2025-3-22 17:32
Investigation of a Slab on Grade Supporting Sensitive Equipment,f the facilities that contain these instruments has also increased. This paper presents a case study of the performance of a slab on grade constructed in a high performance research facility that houses various pieces of sensitive equipment such as an electron beam lithography system, scanning elect作者: Thyroxine 時(shí)間: 2025-3-22 22:16 作者: Colonoscopy 時(shí)間: 2025-3-23 04:57 作者: 說(shuō)不出 時(shí)間: 2025-3-23 09:30 作者: gentle 時(shí)間: 2025-3-23 10:13
Floor Vibrations on Healthcare Facilities: A Case Study on a Surgical Microscope,e. The microscope is located in an operating room (OR) on the fourth floor of a 10-story, steel framed, inpatient hospital building constructed in 2011. The fifth floor of the building is a mechanical space. On multiple occasions, neurosurgical cases have been disrupted due to the vibrations of the 作者: 大猩猩 時(shí)間: 2025-3-23 14:17
,Modeling Human–Structure Interaction Using a Close Loop Control System,ve been proposed to represent this interaction. Most of these models use masses, springs and dampers to model the human. One could argue that the interaction between structural system and human is more complicated, specially, that the human might react with the structure even though he or she is sti作者: omnibus 時(shí)間: 2025-3-23 19:08 作者: 新字 時(shí)間: 2025-3-23 23:09 作者: 母豬 時(shí)間: 2025-3-24 05:12 作者: Brittle 時(shí)間: 2025-3-24 08:05
,Effects of Human–Structure Interaction from Seated Occupants on a Cantilevered Laboratory Test Strupants are not disturbed by such movement. Most current design guidance recommends the use of the dynamic properties of the empty structure in the dynamic response prediction. This guidance neglects the effects of human–structure interaction where the dynamic properties of the occupied structure are 作者: 頌揚(yáng)本人 時(shí)間: 2025-3-24 13:23
Investigating Predicted Floor Response Sensitivity to Input Forcing Function Variables,cs/subharmonics of footfall loading, dynamic loading factors (DLFs), and a resonant build-up factor. Design guides have traditionally treated the pedestrian weight, walking frequency, and DLFs as deterministic parameters; however, recent research has suggested that a stochastic approach is more appr作者: BIBLE 時(shí)間: 2025-3-24 17:58 作者: prick-test 時(shí)間: 2025-3-24 21:46 作者: Confess 時(shí)間: 2025-3-25 01:43
Conference proceedings 2014llection presents early findings and case studies on fundamental and applied aspects of Structural Dynamics, including papers on:.Linear Systems.Substructure Modelling.Adaptive Structures.Experimental Techniques.Analytical Methods.Damage Detection.Damping of Materials & Members.Modal Parameter Ident作者: 來(lái)自于 時(shí)間: 2025-3-25 05:39
Automatic Modal Identification Based on Narrow-Band Algorithms,ecide the fitting band automatically. The procedure can be applied to Narrow-Band algorithms both for experimental and operational modal analysis. The result of automatic identification of real life testing and experimental data is finally demonstrated.作者: STYX 時(shí)間: 2025-3-25 11:18
Conference proceedings 2014ructure Modelling.Adaptive Structures.Experimental Techniques.Analytical Methods.Damage Detection.Damping of Materials & Members.Modal Parameter Identification.Modal Testing Methods.System Identification.Active Control.Modal Parameter Estimation.Processing Modal Data.作者: cylinder 時(shí)間: 2025-3-25 11:59 作者: staging 時(shí)間: 2025-3-25 19:54 作者: STAT 時(shí)間: 2025-3-25 20:37 作者: Maximizer 時(shí)間: 2025-3-26 01:00
https://doi.org/10.1007/978-981-15-3281-8of rigidity to predict the natural frequencies of the cable. Through a combination of measurement and correction factors, upper and lower bounds for effective cable properties are calculated and shown to be effective in a cable-beam model for natural frequency prediction.作者: peritonitis 時(shí)間: 2025-3-26 06:36
Water-Related Urbanization and Localityconstructed to support the sensitive equipment. Analytical techniques to predict the dynamic behavior are discussed and compared to actual performance with respect the generic design criterion and the equipment manufacturer-specified design criteria.作者: 指派 時(shí)間: 2025-3-26 09:37
Cable Parameters for Homogenous Cable-Beam Models for Space Structures,of rigidity to predict the natural frequencies of the cable. Through a combination of measurement and correction factors, upper and lower bounds for effective cable properties are calculated and shown to be effective in a cable-beam model for natural frequency prediction.作者: 步兵 時(shí)間: 2025-3-26 14:31 作者: 灌輸 時(shí)間: 2025-3-26 18:52
,Modeling Human–Structure Interaction Using a Close Loop Control System,ll at a particular location. This paper proposes the use of a close loop controller system to model the human–structure interaction. The model is updated in a probabilistic sense using experimental data collected in the laboratory.作者: 托運(yùn) 時(shí)間: 2025-3-26 23:01
2191-5644 f Materials & Members.Modal Parameter Identification.Modal Testing Methods.System Identification.Active Control.Modal Parameter Estimation.Processing Modal Data.978-3-319-35333-3978-3-319-04546-7Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: 晚來(lái)的提名 時(shí)間: 2025-3-27 02:49 作者: thwart 時(shí)間: 2025-3-27 08:13
Michelle Johnston,Simon Forrestnd then running down the corridor. Initial observations are presented from the pilot data to demonstrate the type and form of data that can be obtained from this setup. The results from this study demonstrate consistency with foot impact trends seen in literature, and confirm the feasibility of the system to be used in future studies.作者: Fulsome 時(shí)間: 2025-3-27 13:01
Expansion of Mode Shapes and Responses on the Offshore Platform Valdemar, strain gauges and wave radars, is chosen as a case study. Results show that the measured response can be expanded with high precision, which provides valuable information when assessing the actual lifetime of the platform. Also it is shown that the expansion technique can be used for assessment of measurement uncertainties.作者: 高歌 時(shí)間: 2025-3-27 15:15
Characterization of Human Motion Through Floor Vibration,nd then running down the corridor. Initial observations are presented from the pilot data to demonstrate the type and form of data that can be obtained from this setup. The results from this study demonstrate consistency with foot impact trends seen in literature, and confirm the feasibility of the system to be used in future studies.作者: Fierce 時(shí)間: 2025-3-27 19:49 作者: Atrium 時(shí)間: 2025-3-28 00:43
https://doi.org/10.1007/978-981-15-3281-8or quantifying the structural impact of cable harnesses on space flight structures, and towards this goal, the authors aim to predict cable damping and resonance behavior. Cables can be modeled as shear beams, but the shear beam model assumes a homogenous, isotropic material, which a stranded cable 作者: 現(xiàn)存 時(shí)間: 2025-3-28 03:51 作者: Flagging 時(shí)間: 2025-3-28 09:23
Water-Related Urbanization and Localityrategies exist for minimising the displacement of the host structure. Normally these strategies work best when the resonant frequency of the TMD is closely tuned to that of the structural mode that is being targeted. This can be an issue for structures with significant live loads such as slender bri作者: 擔(dān)心 時(shí)間: 2025-3-28 12:13 作者: gospel 時(shí)間: 2025-3-28 18:31
Jianli Ding,Jinjie Wang,Ligang Ma,Wen Mae requirements and accessibility, both of which limit the opportunities available for testing. Clean measurement data can sometimes be difficult to obtain due to disturbances on site from other construction activities. This paper presents the results from a unique opportunity to conduct full modal t作者: Veneer 時(shí)間: 2025-3-28 18:59
Water-Related Urbanization and Localityf the facilities that contain these instruments has also increased. This paper presents a case study of the performance of a slab on grade constructed in a high performance research facility that houses various pieces of sensitive equipment such as an electron beam lithography system, scanning elect作者: 革新 時(shí)間: 2025-3-29 00:17 作者: Calibrate 時(shí)間: 2025-3-29 07:02 作者: profligate 時(shí)間: 2025-3-29 10:40
vibration data, the conventional system uses cables which cause very expensive costs and inconvenience for installation. Therefore, various wireless sensor nodes have been developed to replace the conventional wired system. However, there remain lots of issues to be resolved such as power supply, da作者: PATRI 時(shí)間: 2025-3-29 14:59
e. The microscope is located in an operating room (OR) on the fourth floor of a 10-story, steel framed, inpatient hospital building constructed in 2011. The fifth floor of the building is a mechanical space. On multiple occasions, neurosurgical cases have been disrupted due to the vibrations of the 作者: Esalate 時(shí)間: 2025-3-29 16:08
ve been proposed to represent this interaction. Most of these models use masses, springs and dampers to model the human. One could argue that the interaction between structural system and human is more complicated, specially, that the human might react with the structure even though he or she is sti作者: milligram 時(shí)間: 2025-3-29 21:38 作者: FECT 時(shí)間: 2025-3-30 03:52
he structure. New measurements are then compared with baselines to detect damage. Because damage-sensitive features also exhibit variation due to environmental and operational changes, these comparisons are not always straightforward and an automated, probabilistic approach is necessary, particularl作者: STEER 時(shí)間: 2025-3-30 07:09
an excite the structure and cause structural vibrations. The mass of the passive humans will interact with the structure and basically it changes the structural system (modal characteristics and structural vibration levels). The paper addresses this subject and explores the implications of having pa作者: assail 時(shí)間: 2025-3-30 10:55 作者: indicate 時(shí)間: 2025-3-30 13:26
Michelle Johnston,Simon Forrestcs/subharmonics of footfall loading, dynamic loading factors (DLFs), and a resonant build-up factor. Design guides have traditionally treated the pedestrian weight, walking frequency, and DLFs as deterministic parameters; however, recent research has suggested that a stochastic approach is more appr作者: 我不怕?tīng)奚?nbsp; 時(shí)間: 2025-3-30 17:51 作者: 后來(lái) 時(shí)間: 2025-3-30 22:12 作者: probate 時(shí)間: 2025-3-31 04:36
Dynamics of Civil Structures, Volume 4978-3-319-04546-7Series ISSN 2191-5644 Series E-ISSN 2191-5652 作者: Vaginismus 時(shí)間: 2025-3-31 06:12 作者: Derogate 時(shí)間: 2025-3-31 11:14 作者: 騙子 時(shí)間: 2025-3-31 15:44
Fikret Necati CatbasIncludes supplementary material: 作者: flavonoids 時(shí)間: 2025-3-31 18:41 作者: 喊叫 時(shí)間: 2025-4-1 00:59 作者: 微枝末節(jié) 時(shí)間: 2025-4-1 05:55
978-3-319-35333-3The Society for Experimental Mechanics, Inc. 2014
