標(biāo)題: Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Juan Caicedo,Shamim Pakzad Conference proceedings 2017 The Society for Experim [打印本頁] 作者: NERVE 時間: 2025-3-21 17:47
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: Occipital-Lobe 時間: 2025-3-21 21:39 作者: Mast-Cell 時間: 2025-3-22 01:43
Analysis of Variation Rate of Displacement to Temperature of Service Stage Cable-Stayed Bridge Usinsmall or medium-size bridge. Therefore, it is important for maintenance engineers to monitor and assess the effect to temperature on the cable-supported bridges. To evaluate how much the superstructure expands or contracts when subjected to changes in temperature is the first step for the maintenanc作者: Conflagration 時間: 2025-3-22 07:08
Triple Friction Pendulum: Does It Improve the Isolation Performance?,e small effective radii of the articulated slider assembly at low peak ground accelerations (PGAs), to produce medium friction around 3–5% and medium stiffness by simultaneous sliding on surfaces 1 and 4 at PGAs corresponding to the design basis earthquake (DBE), to generate increasing friction with作者: 瘙癢 時間: 2025-3-22 12:40
Experimental Investigation of the Dynamic Characteristics of a Glass-FRP Suspension Footbridge,d polymers have increasingly been utilised for construction of highway and pedestrian bridges. Their relatively low mass and stiffness make these bridges potentially susceptible to vibration serviceability problems, which are increasingly governing the design. Currently, a lack of experimental data 作者: 客觀 時間: 2025-3-22 15:40
Vibration-Based Occupant Detection Using a Multiple-Model Approach,may benefit from robust occupant detection include patient detection in hospitals, senior citizen housing facilities, personnel localization in emergencies as well as user behavior studies. In this contribution, an occupant detection and localization methodology based on recorded vibration time-seri作者: 客觀 時間: 2025-3-22 18:15
Vibration Assessment and Control in Technical Facilities Using an Integrated Multidisciplinary Appresearch often brings with it specialist imaging requirements to resolve ever finer details over time. The equipment needed to perform this imaging is often very sensitive to vibration in addition to factors including acoustic coupling, electromagnetic, thermal and airflow effects. This paper discuss作者: Obliterate 時間: 2025-3-22 21:55 作者: placebo 時間: 2025-3-23 04:45
Vision-Based Concrete Crack Detection Using a Convolutional Neural Network,re. However, these approaches have the high possibility of false alarms due to noises, sensor malfunctions, and complex environmental effects. Under those circumstances, engineers have to conduct on-site investigations to confirm that damage has occurred. To address this challenge, this paper propos作者: 博愛家 時間: 2025-3-23 07:45
Analytical and Experimental Analysis of Rocking Columns Subject to Seismic Excitation, to dissipate seismic energy. Rocking columns are again emerging as an effective mechanism in modern structural systems; understanding the rocking behavior can provide insight into how to best design this type of system. This study examines the analytical and experimental rocking behavior of a recta作者: 時間等 時間: 2025-3-23 11:00
Extending the Fixed-Points Technique for Optimum Design of Rotational Inertial Tuned Mass Dampers,ion absorbers. The fixed-points technique is based on the existence of fixed points on the system’s frequency response curve that are independent of the system’s damping level and are thus at the same location during both the zero and infinite damping conditions. Optimum tuning parameter of tuned ma作者: 對手 時間: 2025-3-23 16:51
Temperature Effects on the Modal Properties of a Suspension Bridge,nt vibration testing, where an automated Covariance-Driven Stochastic Subspace Identification (SSI-COV) method is used to identify the modal parameters. The bridge site, the bridge structure and the monitoring system are presented, followed by a summary of the data analysis procedure and the paramet作者: 正論 時間: 2025-3-23 18:53 作者: BROOK 時間: 2025-3-24 01:41
Covariance-Driven Stochastic Subspace Identification of an End-Supported Pontoon Bridge Under Varyi-driven Stochastic Subspace Identification (Cov-SSI), the modal parameters of the bridge are estimated. The results are interpreted in the context of the environment, represented by significant wave heights. The problem is characterized by the fact that modes are closely spaced in frequency and have作者: 稱贊 時間: 2025-3-24 03:12 作者: Between 時間: 2025-3-24 10:03
Effects of Seismic Retrofit on the Dynamic Properties of a 4-Storey Parking Garage, Columbia in Vancouver, Canada. A similar test was conducted in March 2014 before the Parkade was subjected to different interventions for seismic retrofit purpose between July and October 2014..Natural frequencies, modal damping and mode shapes were identified with the Frequency Domain Decompositio作者: 情感脆弱 時間: 2025-3-24 12:06
Analytical and Experimental Study of Eddy Current Damper for Vibration Suppression in a Footbridge nd turbine braking systems as well as in car vibration control systems. Vibration control approaches for civil engineering structures still usually rely on more traditional approaches, such as viscous and tuned mass dampers. The use of novel Eddy current damping devices has the potential to compleme作者: Archipelago 時間: 2025-3-24 17:09
Nonlinear Damping in Floor Vibrations Serviceability: Verification on a Laboratory Structure,. This is known as nonlinear damping or amplitude-dependent damping. While the nonlinear characteristics of damping have been studied thoroughly for earthquake and wind loading excitations; it has not been comprehensively studied for floor vibration serviceability applications..This paper focuses on作者: 救護(hù)車 時間: 2025-3-24 20:23 作者: Fraudulent 時間: 2025-3-25 03:14
Three Tamil Diasporic Women’s One Mission: ,lso illustrates how Arup deployed such an integrated multidisciplinary approach to assess and control vibration at the planning and design stages and contributed to the delivery of some of the most advanced scientific and industrial low vibration environment facilities in the world.作者: Infraction 時間: 2025-3-25 06:32
Kathinka Sinha-Kerkhoff,Kate Kirkfferent actuator/sensor configurations helps to better improve the dynamic properties of the (reduced) FE model. In this paper, an extension of IPZ model updating to use multiple FRF measurements is presented. The proposed method is verified using a simulated experiment of a pinned-sliding beam structure.作者: figurine 時間: 2025-3-25 08:09 作者: Sciatica 時間: 2025-3-25 14:40 作者: prediabetes 時間: 2025-3-25 18:05
Vibration Assessment and Control in Technical Facilities Using an Integrated Multidisciplinary Apprlso illustrates how Arup deployed such an integrated multidisciplinary approach to assess and control vibration at the planning and design stages and contributed to the delivery of some of the most advanced scientific and industrial low vibration environment facilities in the world.作者: 鴿子 時間: 2025-3-25 22:19 作者: Nebulizer 時間: 2025-3-26 00:38
Vision-Based Concrete Crack Detection Using a Convolutional Neural Network,the prepared datasets are fed into a deep CNN architecture with eight layers including convolution, pooling, ReLU, and softmax. The trained classifier consequently records 98% of accuracies in both training and validation.作者: 一條卷發(fā) 時間: 2025-3-26 07:53 作者: 大量殺死 時間: 2025-3-26 09:50 作者: erythema 時間: 2025-3-26 12:56 作者: Phagocytes 時間: 2025-3-26 17:45
S. Jana,Ken Gnanakan,B. B. Jana approach. Results of Monte Carlo simulations show that pedestrians can strongly modify the dynamic properties of the footbridge, especially regarding the damping ratio. A numerical application to some literature examples shows that the model is able to reproduce experimental findings on real footbridges.作者: 翅膀拍動 時間: 2025-3-26 23:22
Conference proceedings 2017lume of ten from the Conference brings together contributions to this important area of research and engineering.? The collection presents early findings and case studies on fundamental and applied aspects of the Dynamics of Civil Structures, including papers on:..?..Modal Parameter Identification .作者: 征兵 時間: 2025-3-27 03:53
Probabilistic Analysis of Human-Structure Interaction in the Vertical Direction for Pedestrian Brid approach. Results of Monte Carlo simulations show that pedestrians can strongly modify the dynamic properties of the footbridge, especially regarding the damping ratio. A numerical application to some literature examples shows that the model is able to reproduce experimental findings on real footbridges.作者: 青少年 時間: 2025-3-27 07:53 作者: Callus 時間: 2025-3-27 09:55
2191-5644 Structural Dynamics.,. 2017, .the second volume of ten from the Conference brings together contributions to this important area of research and engineering.? The collection presents early findings and case studies on fundamental and applied aspects of the Dynamics of Civil Structures, including pape作者: albuminuria 時間: 2025-3-27 14:04 作者: 陰險 時間: 2025-3-27 21:29 作者: Restenosis 時間: 2025-3-28 01:31 作者: Enthralling 時間: 2025-3-28 02:46 作者: CHURL 時間: 2025-3-28 07:06
Temperature Effects on the Modal Properties of a Suspension Bridge,asonal and diurnal variations of the natural frequencies of the bridge and the modal damping ratios. Temperature effects were observed with details that are scarcely available in the literature. In particular, the pronounced daily fluctuations of natural frequencies and seasonal effects are documented.作者: 尖牙 時間: 2025-3-28 11:34
Nonlinear Damping in Floor Vibrations Serviceability: Verification on a Laboratory Structure,Finite element models were built and updated per static and dynamic tests conducted in laboratory environment. The nonlinear damping behavior of the laboratory structure is verified for different amplitudes of sinusoidal excitations.作者: dearth 時間: 2025-3-28 17:09
Juan Caicedo,Shamim PakzadIncludes supplementary material: 作者: 地名詞典 時間: 2025-3-28 21:36 作者: progestin 時間: 2025-3-28 23:43
Subrat Kumar Mallick,Saswati Chakrabortys are passive and friction damping is nonlinear the optimal friction coefficient for minimum absolute acceleration of the building depends on the peak ground acceleration (PGA). Therefore, the common procedure is to optimize the friction coefficient for the PGA of the design basis earthquake (DBE) a作者: 殺人 時間: 2025-3-29 05:39 作者: PACK 時間: 2025-3-29 07:56 作者: Migratory 時間: 2025-3-29 12:48
Three Tamil Diasporic Women’s One Mission: ,e small effective radii of the articulated slider assembly at low peak ground accelerations (PGAs), to produce medium friction around 3–5% and medium stiffness by simultaneous sliding on surfaces 1 and 4 at PGAs corresponding to the design basis earthquake (DBE), to generate increasing friction with作者: 船員 時間: 2025-3-29 19:21
Kathinka Sinha-Kerkhoff,Kate Kirkd polymers have increasingly been utilised for construction of highway and pedestrian bridges. Their relatively low mass and stiffness make these bridges potentially susceptible to vibration serviceability problems, which are increasingly governing the design. Currently, a lack of experimental data 作者: 供過于求 時間: 2025-3-29 22:03 作者: AORTA 時間: 2025-3-30 00:40
Three Tamil Diasporic Women’s One Mission: ,esearch often brings with it specialist imaging requirements to resolve ever finer details over time. The equipment needed to perform this imaging is often very sensitive to vibration in addition to factors including acoustic coupling, electromagnetic, thermal and airflow effects. This paper discuss作者: Odyssey 時間: 2025-3-30 04:31 作者: 考得 時間: 2025-3-30 08:59
Kathinka Sinha-Kerkhoff,Kate Kirkre. However, these approaches have the high possibility of false alarms due to noises, sensor malfunctions, and complex environmental effects. Under those circumstances, engineers have to conduct on-site investigations to confirm that damage has occurred. To address this challenge, this paper propos作者: 悶熱 時間: 2025-3-30 14:48
Beginning the Role-play Workshop to dissipate seismic energy. Rocking columns are again emerging as an effective mechanism in modern structural systems; understanding the rocking behavior can provide insight into how to best design this type of system. This study examines the analytical and experimental rocking behavior of a recta作者: Mortal 時間: 2025-3-30 17:00
Beginning the Role-play Workshopion absorbers. The fixed-points technique is based on the existence of fixed points on the system’s frequency response curve that are independent of the system’s damping level and are thus at the same location during both the zero and infinite damping conditions. Optimum tuning parameter of tuned ma作者: 調(diào)色板 時間: 2025-3-30 20:59 作者: 惹人反感 時間: 2025-3-31 03:57 作者: 多骨 時間: 2025-3-31 08:50
https://doi.org/10.1007/978-981-10-7248-2-driven Stochastic Subspace Identification (Cov-SSI), the modal parameters of the bridge are estimated. The results are interpreted in the context of the environment, represented by significant wave heights. The problem is characterized by the fact that modes are closely spaced in frequency and have作者: JADED 時間: 2025-3-31 12:23 作者: 食草 時間: 2025-3-31 15:43 作者: 過渡時期 時間: 2025-3-31 18:38 作者: 不吉祥的女人 時間: 2025-3-31 22:56 作者: cinder 時間: 2025-4-1 05:53 作者: Rct393 時間: 2025-4-1 09:17
https://doi.org/10.1007/978-3-319-54777-02017 IMAC Proceedings; Modal Parameter Identification; Dynamic Testing of Civil Structures; Control of 作者: BAN 時間: 2025-4-1 12:15 作者: intricacy 時間: 2025-4-1 18:18 作者: 都相信我的話 時間: 2025-4-1 20:15
Long-Term Performance of Specialized Fluid Dampers Under Continuous Vibration on a Pedestrian Bridgnstant dynamic input, some more than others. Due to the location of the bridge in central London, there has been nearly constant pedestrian traffic on the bridge each day and even throughout the night. However, because of the specialized nature of the damper design, no degradation in damper performa作者: 評論者 時間: 2025-4-2 02:16
Triple Friction Pendulum: Does It Improve the Isolation Performance?,e FP according to the above mentioned design concept is numerically tested for several earthquakes that are scaled to various PGAs in order to operate the triple FP within all its sliding regimes with associated isolation efficiencies. These results are compared to those of the conventional non-adap
