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Titlebook: Structural Reliability Theory and Its Applications; Palle Thoft-Christensen,Michael J. Baker Textbook 1982 Springer-Verlag Berlin, Heidelb

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书目名称Structural Reliability Theory and Its Applications
编辑Palle Thoft-Christensen,Michael J. Baker
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图书封面Titlebook: Structural Reliability Theory and Its Applications;  Palle Thoft-Christensen,Michael J. Baker Textbook 1982 Springer-Verlag Berlin, Heidelb
描述Structural reliability theory is concerned with the rational treatment of uncertainties in struc­ tural engineering and with the methods for assessing the safety and serviceability of civil en­ gineering and other structures. It is a subject which has grown rapidly during the last decade and has evolved from being a topic for academic research to a set of well-developed or develop­ ing methodologies with a wide range of practical applications. Uncertainties exist in most areas of civil and structural engineeri‘1.g and rational design decisions cannot be made without modelling them and taking them into account. Many structural en­ gineers are shielded from having to think about such problems, at least when designing simple structures, because of the prescriptive and essentially deterministic nature of most codes of practice. This is an undesirable situation. Most loads and other structural design parameters are rarely known with certainty and should be regarded as random variables or stochastic processes, even if in design calculations they are eventually treated as deterministic. Some problems such as the analysis of load combinations cannot even be formulated without recourse to p
出版日期Textbook 1982
关键词Applications; Bautechnik; Reliability; Structural Reliability; Technische Zuverlässigkeit
版次1
doihttps://doi.org/10.1007/978-3-642-68697-9
isbn_softcover978-3-642-68699-3
isbn_ebook978-3-642-68697-9
copyrightSpringer-Verlag Berlin, Heidelberg 1982
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Level 2 Methods,oned. In this chapter, level 2 methods will be treated in a more detailed way and a number of simple applications will be shown. In chapter 6 further applications of level 2 methods with special emphasis on non-normally distributed basic variables and correlated basic variables are treated.
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978-3-642-68699-3Springer-Verlag Berlin, Heidelberg 1982
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Probabilistic Models for Loads and Resistance Variables,In this chapter the aim is to examine the way in which suitable probabilistic models can be developed to represent the uncertainties that exist in typical basic variables. We shall first consider the problem of modelling physical variability and then turn to the question of incorporating statistical uncertainty.
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Extended Level 2 Methods,In chapter 5 a detailed presentation of level 2 methods was given. It was shown that the reliability index . of Hasofer and Lind is failure function invariant in the sense that equivalent failure functions result in the same reliability index.
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Load Combinations,a stochastic process {X(t)} it is modelled by a stochastic variable, say Y (see also section 9.5). Therefore, in reliability analysis, single load variables imply no special difficulties. A number of examples in chapters 5 and 6 of analysis and design of simple structures loaded by single loads illu
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Textbook 1982l design parameters are rarely known with certainty and should be regarded as random variables or stochastic processes, even if in design calculations they are eventually treated as deterministic. Some problems such as the analysis of load combinations cannot even be formulated without recourse to p
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structural design parameters are rarely known with certainty and should be regarded as random variables or stochastic processes, even if in design calculations they are eventually treated as deterministic. Some problems such as the analysis of load combinations cannot even be formulated without recourse to p978-3-642-68699-3978-3-642-68697-9
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