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Titlebook: Nonlinear Stability of Structures; Theory and Computati A. N. Kounadis,W. B. Kr?tzig Book 1995 CISM Udine 1995 chaos.dynamics.instability.n

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書(shū)目名稱(chēng)Nonlinear Stability of Structures
副標(biāo)題Theory and Computati
編輯A. N. Kounadis,W. B. Kr?tzig
視頻videohttp://file.papertrans.cn/668/667691/667691.mp4
叢書(shū)名稱(chēng)CISM International Centre for Mechanical Sciences
圖書(shū)封面Titlebook: Nonlinear Stability of Structures; Theory and Computati A. N. Kounadis,W. B. Kr?tzig Book 1995 CISM Udine 1995 chaos.dynamics.instability.n
描述The present volume gives a very modern treatment of all theoretical as well as computational aspects of nonlinear structural stability. The theoretical part starts with the basic concepts of nonlinear static stability and classical dynamics and proceeds subsequently with recent progress in nonlinear dynamic stability and dynamic buckling of structures including an introduction to chaos. The first paper overviews theory and modelling of various structural instability problems. In the second section, nonlinear dynamic buckling and stability of autonomous discrete dissipative structural systems, gradient and non-gradient are discussed. The third paper handles stability and bifurcation phenomena in dynamical systems. The fourth paper contains an introduction to nonlinear dynamics and chaos.Special attention is devoted to the direct computation of critical points and path-switching strategies. A variety of numerical simulations for complicated nonlinear unstable responses also illustrate this part.
出版日期Book 1995
關(guān)鍵詞chaos; dynamics; instability; nonlinear dynamics; stability
版次1
doihttps://doi.org/10.1007/978-3-7091-4346-9
isbn_ebook978-3-7091-4346-9Series ISSN 0254-1971 Series E-ISSN 2309-3706
issn_series 0254-1971
copyrightCISM Udine 1995
The information of publication is updating

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Nonlinear Dynamic Buckling and Stability of Autonomous Dissipative Discrete Structural Systemsping new findings contradicting widely accepted results of the classical (linear) analysis are explored. Thus, in a small region of adjacent equilibria it is found that the static stability criterion may fail to predict the actual critical load.
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Nonlinear Stability of Structures978-3-7091-4346-9Series ISSN 0254-1971 Series E-ISSN 2309-3706
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Time-Invariant Instability ProblemsAs elaborated in Chapter 1 and 2, time-invariant responses can be computed successively by utilization of the .. with
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Computational Concepts for Kinetic Instability ProblemsIn order to decide upon the stability of a certain time-dependent response . we now continue with section 1.5.
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