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Titlebook: Optimal Stochastic Control Schemes within a Structural Reliability Framework; Bernt J. Leira Book 2013 The Author(s) 2013 74H15; 74H50; 49

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书目名称Optimal Stochastic Control Schemes within a Structural Reliability Framework
编辑Bernt J. Leira
视频video
概述First book on this topic.Recent developments are reflected.Includes supplementary material:
丛书名称SpringerBriefs in Statistics
图书封面Titlebook: Optimal Stochastic Control Schemes within a Structural Reliability Framework;  Bernt J. Leira Book 2013 The Author(s) 2013 74H15; 74H50; 49
描述​The book addresses the topic of on-line implementation of structural and mechanical design criteria as an explicit part of optimal control schemes. The intention of the present research monograph is to reflect recent developments within this area. Examples of application of relevant control algorithms are included to illustrate their practical implementation. These examples are mainly taken from the area of marine technology with the multi-component external loading being represented as both varying in time and with magnitudes that are represented as statistical quantities. The relevant target group will be mechanical and structural engineers that are concerned with “smart components and structures” where optimal design principles and control actuators are combined. The book is also  relevant for engineers e.g. involved in  mechatronics and control applications.  
出版日期Book 2013
关键词74H15; 74H50; 49K20; 49K45; 60G10; Mechanical Design; Reliability; Stochastic Control
版次1
doihttps://doi.org/10.1007/978-3-319-01405-0
isbn_softcover978-3-319-01404-3
isbn_ebook978-3-319-01405-0Series ISSN 2191-544X Series E-ISSN 2191-5458
issn_series 2191-544X
copyrightThe Author(s) 2013
The information of publication is updating

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Introduction,l during seismic excitation. Reduction of extreme response levels is the main objective, although the resulting decrease of response energy will also serve to prevent fatigue damage accumulation in structural components.
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Structural Limit States and Reliability Measures,is introduced and computation of the associated failure probability is considered. The interpretation of this probability as a volume is highlighted. Structures with time-varying load and resistance properties are next addressed. The simplified situation where both the random variable representing t
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Categories of On-Line Control Schemes Based on Structural Reliability Criteria,y measures. These principles are illustrated in connection with a scalar response process that is composed of a low-frequency part and a superposed high-frequency part. The low-frequency response component is modified by the control algorithm while the high-frequency component is left unchanged. Sub
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