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Titlebook: Strong Motion Instrumentation for Civil Engineering Structures; M. Erdik,M. Celebi,N. Apaydin Book 2001 Springer Science+Business Media Do

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书目名称Strong Motion Instrumentation for Civil Engineering Structures
编辑M. Erdik,M. Celebi,N. Apaydin
视频video
丛书名称NATO Science Series E:
图书封面Titlebook: Strong Motion Instrumentation for Civil Engineering Structures;  M. Erdik,M. Celebi,N. Apaydin Book 2001 Springer Science+Business Media Do
描述Most of the existing strong motion instrumentation on civilengineering structures is installed and operated as federal, state,university, industry or private applications, in many cases operatedas a closed system. This hampers co-operation and data exchange,hampering the acquisition of strong motion and structural data,sometimes even within a single country. There is a powerful need toinform engineers of existing strong motion data and to improve theaccessibility of data worldwide. This book will play a role infulfilling such a need by disseminating state-of-the art information,technology and developments in the strong motion instrumentation ofcivil engineering structures. The subject has direct implications forthe earthquake response of structures, improvements in design forearthquake resistance, and hazard mitigation. ..Readership.: Researchers in earthquake engineering, engineersdesigning earthquake resistant structures, and producers of strongmotion recording equipment.
出版日期Book 2001
关键词civil engineering; damage; deformation; earthquake; isolation; structure; vibration; wood; hydrogeology
版次1
doihttps://doi.org/10.1007/978-94-010-0696-5
isbn_softcover978-0-7923-6917-2
isbn_ebook978-94-010-0696-5Series ISSN 0168-132X
issn_series 0168-132X
copyrightSpringer Science+Business Media Dordrecht 2001
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Utilization of Rapid Post-Earthquake Data by utilities,uake response attention of the utility and may permit quick operational and life-safety actions. (2) Within 10 to 30 minutes after the earthquake, analysis of strong-motion data from key utility sites can provide assessments of the likelihood of damage that can be used to prioritize deployment of fi
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Integrated Surface and Borehole Strong-Motion, Soil-Response Arrays in San Francisco, California,ct anelastic models have been developed to account for contrasts in anelastic properties at boundaries and the resultant inhomogeneity of propagating wave fields. These models predict that significant amounts of energy may be trapped in soil basins with resultant larger amplifications than can be pr
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Wireless Sensors for Structural Monitoring,r, processes the collected data, and transmits processed data to main station when the monitoring station receives a data request command from the main station. The central station receives the data from each substation and stores them in a data file. The received data is analyzed by the main statio
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