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Titlebook: Probabilistic Methods in the Mechanics of Solids and Structures; Symposium Stockholm, Sigge Eggwertz,Niels C. Lind Conference proceedings 1

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發(fā)表于 2025-3-21 18:10:03 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Probabilistic Methods in the Mechanics of Solids and Structures
副標(biāo)題Symposium Stockholm,
編輯Sigge Eggwertz,Niels C. Lind
視頻videohttp://file.papertrans.cn/757/756813/756813.mp4
叢書名稱IUTAM Symposia
圖書封面Titlebook: Probabilistic Methods in the Mechanics of Solids and Structures; Symposium Stockholm, Sigge Eggwertz,Niels C. Lind Conference proceedings 1
描述The IUTAM Symposium on Probabilistic Methods in the Mechanics of Solids and Structures, dedicated to the memory of Waloddi Weibull, was held in Stockholm, Sweden, June 19-21, 1984, on the initiative of the Swedish National Committee for Mech- anics and the Aeronautical Research Institute of Sweden, FFA. The purpose of the symposium was to bring together mathema- ticians that develop the theory of stochastic processes and methods for reliability analysis, with engineers that apply these theories and methods to model loads, strengths and structures for the advancement of structural safety. Waloddi Weibull was a pioneer in this field with his many publi- cations from the thirties until his death in 1979. He also took an active part in the formation of the International Union of Theoretical and Applied Mechanics during the forties, and subsequently initiated foundation of the Swedish National Committee for Mechanics, through which Sweden joined IUTAM as a member. 116 participants from 21 countries attended the symposium, and 55 invited papers were presented in 7 scientific sessions.
出版日期Conference proceedings 1985
關(guān)鍵詞Service; Vibration; applied mechanics; concrete; design; engineer; fracture mechanics; material; mechanics; m
版次1
doihttps://doi.org/10.1007/978-3-642-82419-7
isbn_softcover978-3-642-82421-0
isbn_ebook978-3-642-82419-7
copyrightSpringer-Verlag, Berlin, Heidelberg 1985
The information of publication is updating

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A Matrix-Valued Weibull Distributionby a probability distribution, which was henceforth named after him. He introduced a “material function”, denoted by n(σ), which is a function of the (scalar) stress σ, expressing the strength properties of the material. He noted that for an isotropic brittle material, n(σ) is independent both of th
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Plastic Movements of Linear Elastic-Ideal Plastic Oscillator Subject to Gaussian Process Excitationue. However, a mechanism formation need not be catastrophic because the masses of the structure mustbe accelerated in order to move the mechanism. If the load on the structure varies randomly in time, the load may change such that the plastic movement stops shortly after it hasstarted. The relevant
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Analysis of Stochastic Equation Models of Crack Growthlate to features observed from real crack growth data. Suggestions are presented as to what directions research efforts should take in order to develop more realistic models. Initial results towards this goal are discussed.
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