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Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad Conference proceedings 2021 The Society for Experimental Mechani

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發(fā)表于 2025-3-21 19:53:41 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱Dynamics of Civil Structures, Volume 2
副標(biāo)題Proceedings of the 3
編輯Shamim Pakzad
視頻videohttp://file.papertrans.cn/285/284027/284027.mp4
叢書(shū)名稱Conference Proceedings of the Society for Experimental Mechanics Series
圖書(shū)封面Titlebook: Dynamics of Civil Structures, Volume 2; Proceedings of the 3 Shamim Pakzad Conference proceedings 2021 The Society for Experimental Mechani
描述.Dynamics of Civil Structures, Volume 2:? Proceedings of the 38th?IMAC,. .A Conference and Exposition on Structural Dynamics.,. 2020, .the second volume of eight 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:.Structural Vibration.Humans & Structures .Innovative Measurement for Structural Applications .Smart Structures and Automation? .Modal Identification of Structural Systems .Bridges and Novel Vibration Analysis .Sensors and Control?
出版日期Conference proceedings 2021
關(guān)鍵詞Conference Proceedings; Civil Structures; Structural Dynamics; Society for Experimental Mechanics; Infra
版次1
doihttps://doi.org/10.1007/978-3-030-47634-2
isbn_softcover978-3-030-47636-6
isbn_ebook978-3-030-47634-2Series ISSN 2191-5644 Series E-ISSN 2191-5652
issn_series 2191-5644
copyrightThe Society for Experimental Mechanics, Inc. 2021
The information of publication is updating

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發(fā)表于 2025-3-21 22:33:08 | 只看該作者
What Rollercoasters Can Teach Us About Fatigue Life of Bridge Connections,to the intricate geometry make testing and analysis of these structures challenging. Fatigue-induced damage is one of the most common types of damage experienced by civil engineering structures subjected to cyclic loading such as bridges and rollercoasters. Fatigue cracking eventually occurs when st
板凳
發(fā)表于 2025-3-22 04:28:29 | 只看該作者
Using Resonance Decay Responses to Model the Nonlinear Behaviour of Telecom Monopoles Via Backbone s connected. In addition, the forthcoming implementation of 5G networks will require the use of bigger and heavier antenna-equipment which would compromise the structural integrity of current structures. Between all the existing types in the market, Monopoles are sensitive and vulnerable structures
地板
發(fā)表于 2025-3-22 06:32:30 | 只看該作者
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發(fā)表于 2025-3-22 11:29:00 | 只看該作者
Vibration-Based Damage Detection Using Input-Output and Output-Only Environmental Models: A Compariding: (i) varying environmental conditions (i.e., temperature, humidity, and wind conditions) and (ii) structural degradation and damage. Thus, an accurate detection of structural degradation and damage depends on removing any influence from the environmental conditions on the natural frequencies. I
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發(fā)表于 2025-3-22 13:46:09 | 只看該作者
Techniques for Simulating Frozen Bearing Damage in Bridge Structures for the Purpose of Drive-by Hebridge systems in an efficient and economical manner. Before DBHM can be realized as a viable health monitoring strategy, however, an approach for managing environmental and operational noise needs to be developed. In traditional health monitoring, machine learning techniques, such as neural network
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發(fā)表于 2025-3-22 18:50:01 | 只看該作者
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發(fā)表于 2025-3-22 21:28:16 | 只看該作者
Vibrations Assessment of Existing Building Foundations Due to Moving Trains in Underground Tunnels,structures may cause distractions for humans and/or result in equipment malfunctions. Dynamic characteristics of surrounding media affect the level of vibrations experienced in nearby buildings. In this paper, the authors are presenting a finite element analysis study performed to assess vibration l
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發(fā)表于 2025-3-23 01:27:48 | 只看該作者
Ambient Vibration Tests and Modal Response Analysis of Guayaquil Metropolitan Cathedral in Guayaquior. The Guayaquil Cathedral is composed of the reinforced concrete frames and masonry infills, constructed in mid 1920s. Modal response analysis was performed to identify the dynamic properties of the structure, including predominant natural frequencies and the corresponding mode shapes to support s
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發(fā)表于 2025-3-23 06:49:00 | 只看該作者
An Overview on Floor Vibration Serviceability Evaluation Methods with a Large Database of Recorded y comparing predictions with observed acceptability of each bay. A large database of steel-framed floors subjected to walking excitation is used for the evaluations and comparisons. Detailed comparisons have been made among the methods of the American Institute of Steel Construction (AISC) Design Gu
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