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Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Juan Caicedo,Shamim Pakzad Conference proceedings 2017 The Society for Experim

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书目名称Dynamics of Civil Structures, Volume 2
副标题Proceedings of the 3
编辑Juan Caicedo,Shamim Pakzad
视频video
概述Includes supplementary material:
丛书名称Conference Proceedings of the Society for Experimental Mechanics Series
图书封面Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Juan Caicedo,Shamim Pakzad Conference proceedings 2017 The Society for Experim
描述.Dynamics of Civil Structures, Volume 2:  Proceedings of the 35.th. IMAC,. .A Conference and Exposition on 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 papers on:.. ..Modal Parameter Identification ..Dynamic Testing of Civil Structures..Control of Human Induced Vibrations of Civil Structures..Model Updating..Damage Identification in Civil Infrastructure..Bridge Dynamics.Experimental Techniques for Civil Structures..Hybrid Simulation of Civil Structures..Vibration Control of Civil Structures..System Identification of Civil Structures.
出版日期Conference proceedings 2017
关键词2017 IMAC Proceedings; Modal Parameter Identification; Dynamic Testing of Civil Structures; Control of
版次1
doihttps://doi.org/10.1007/978-3-319-54777-0
isbn_softcover978-3-319-85478-6
isbn_ebook978-3-319-54777-0Series ISSN 2191-5644 Series E-ISSN 2191-5652
issn_series 2191-5644
copyrightThe Society for Experimental Mechanics, Inc. 2017
The information of publication is updating

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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
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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
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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
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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
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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
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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
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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
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