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Titlebook: Elastic Analysis of Slab Structures; Radu Negru?iu Book 1987 Martinus Nijhoff Publishers, Dordrecht and Editura Academiei, Bucharest 1987

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發(fā)表于 2025-3-21 17:03:55 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Elastic Analysis of Slab Structures
編輯Radu Negru?iu
視頻videohttp://file.papertrans.cn/306/305535/305535.mp4
叢書名稱Mechanics of Surface Structure
圖書封面Titlebook: Elastic Analysis of Slab Structures;  Radu Negru?iu Book 1987 Martinus Nijhoff Publishers, Dordrecht and Editura Academiei, Bucharest 1987
描述Any practitioner who takes his profession in earnest, such that daily work is not a heavy duty but part of their life, will recognize in this book the rigorousness of the analysis and the comprehensive presentation of the problems. This professional attitude is solely able to make the research and design engineer deal with strength structures and their behaviour. Indeed, the computational means that are nowadays available permit the numerical computation of whatever problem; the pro- gram libraries are extremely rich and programs themselves have developed intensively. Howeyer, though computers are available at any moment without restrictions on the frequency with which they are employed, they finally impoYerish the creative compe- tency of the civil engineer. Thus, he will calculate increasingly more while devising increasingly less. He will draw less and less on the experience gained in devising and implementing bearing structures because the computational process can be repeated as often as desired over a minimum time-period by means of the available programs. Ve note that nowadays structures are no longer investigated or economically designed to comply with the requirements of t
出版日期Book 1987
關(guān)鍵詞algorithms; bending; computer; design; peat; plates; profession; reaction; research; stress; structure; structu
版次1
doihttps://doi.org/10.1007/978-94-009-3501-3
isbn_softcover978-94-010-8064-4
isbn_ebook978-94-009-3501-3
copyrightMartinus Nijhoff Publishers, Dordrecht and Editura Academiei, Bucharest 1987
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https://doi.org/10.1007/978-94-009-3501-3algorithms; bending; computer; design; peat; plates; profession; reaction; research; stress; structure; structu
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Gewaltenteilung und Parteien im Wandel.2, 2.2.1.3, 2.2.2.2, 2.2.2.3, 2.2.3.2 and 2.2.3.3). From these six solutions, we derived the formulae allowing the numerical determination of the elastic displacements, stresses and boundary reactions at any point (.) in the plane of the plate under the load . (Sub-sec. 2.3.2 — Tables 2.4, 2.5, 2.8
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Sich unter Bewohner*Innen ereignende Gewalt, hyperstatic reticular structure. The computation algorithms and the systematized treatment presented in Chap. 2 prompted the use of the general force method (Sub-secs. 4.1, 5.1 and Chap. 6). This chapter also gives several preliminary elements of the structural analysis of slab structures through t
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https://doi.org/10.1007/978-3-658-10487-0ding that of unbalanced masses, the high value of the accelerations during the service period of a large category of structures and especially of industrial buildings, and the importance of spans and the height of ordinary structures. These studies, which were much accelerated with the advent of com
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