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Titlebook: Inelastic Behaviour of Structures under Variable Repeated Loads; Direct Analysis Meth Dieter Weichert,Giulio Maier Book 2002 Springer-Verla

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發(fā)表于 2025-3-21 18:44:54 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書(shū)目名稱Inelastic Behaviour of Structures under Variable Repeated Loads
副標(biāo)題Direct Analysis Meth
編輯Dieter Weichert,Giulio Maier
視頻videohttp://file.papertrans.cn/465/464374/464374.mp4
叢書(shū)名稱CISM International Centre for Mechanical Sciences
圖書(shū)封面Titlebook: Inelastic Behaviour of Structures under Variable Repeated Loads; Direct Analysis Meth Dieter Weichert,Giulio Maier Book 2002 Springer-Verla
描述This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones). So-called "direct” methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.
出版日期Book 2002
關(guān)鍵詞computational method; computational methods; damage; fatigue; flow; Fundament; material; mechanism; plastici
版次1
doihttps://doi.org/10.1007/978-3-7091-2558-8
isbn_softcover978-3-211-83687-3
isbn_ebook978-3-7091-2558-8Series ISSN 0254-1971 Series E-ISSN 2309-3706
issn_series 0254-1971
copyrightSpringer-Verlag Wien 2002
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Book 2002by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.
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0254-1971 than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.978-3-211-83687-3978-3-7091-2558-8Series ISSN 0254-1971 Series E-ISSN 2309-3706
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Géry de Saxcé with the traditional vision of women in their role of wife and mother and tended to spend less time addressing more controversial questions like equal pay. In this, there was little difference between the Conservatives and Labour. The welfare state that Labour instituted worked to the benefit of wo
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Géry de Saxcé,Lahbib Bousshine. The hope was to integrate the women more fully into the mainstream organization of the party in order to avoid the competition and overlapping that had existed between the separate branches, while allowing them to retain an important degree of autonomy. By the 1960s these women’s sections were sim
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