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標(biāo)題: Titlebook: Discrete Field Analysis of Structural Systems; Donald L. Dean Book 1976 Springer-Verlag Wien 1976 Analysis.Diskretisation.Platte.Rahmen.Sc [打印本頁(yè)]

作者: incontestable    時(shí)間: 2025-3-21 18:23
書目名稱Discrete Field Analysis of Structural Systems影響因子(影響力)




書目名稱Discrete Field Analysis of Structural Systems影響因子(影響力)學(xué)科排名




書目名稱Discrete Field Analysis of Structural Systems網(wǎng)絡(luò)公開度




書目名稱Discrete Field Analysis of Structural Systems網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Discrete Field Analysis of Structural Systems被引頻次




書目名稱Discrete Field Analysis of Structural Systems被引頻次學(xué)科排名




書目名稱Discrete Field Analysis of Structural Systems年度引用




書目名稱Discrete Field Analysis of Structural Systems年度引用學(xué)科排名




書目名稱Discrete Field Analysis of Structural Systems讀者反饋




書目名稱Discrete Field Analysis of Structural Systems讀者反饋學(xué)科排名





作者: HEPA-filter    時(shí)間: 2025-3-21 22:59

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Difference Models and Solutions for Discrete Structural Systems,roperties (excluding loads) are cyclic and symmetric with respect to the midpoint; i.e., in Eq. 5b, Δ. (?/B). = 0, = α. = α.′ = α and β. = β (for a prismatic beam α = 1/3 and β = 1/6). The governing equation, derived via the “three moment” or flexibility approach is . in which the terms are as defin
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,Analysis of Mixed Discrete—Continuous Structures,irst example of a mixed discrete-continuous structure for analysis by a discrete field method (see Fig. 5). Many mixed discrete-continuous structures are multidimensional lattices with multimensional elements and so are intractable by the micro discrete field technique. With a single set of beams, h
作者: 說笑    時(shí)間: 2025-3-22 23:30
Structures with Plate Components,r continuous beams are not very exicting to the designer interested in the innovative application of complex structural system sand repeated use of such simple structures for illustrative purposes may fail to motivate the student for continued study of the subject. This would be unfortunate. Such si
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Multidimensional Systems with Difficult Boundary Conditions,t to analyze by standard field methods. The basic concepts required to deal with these boundary conditions were covered in the course lectures but experience has shown that many students. have difficulty applying them to multidimensional systems. The publishers were kind enough to allow the author t
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https://doi.org/10.1007/978-3-7091-4360-5Analysis; Diskretisation; Platte; Rahmen; Schale
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Information procurement decisionsnt. It was assumed, therefore, that the audience would have backgrounds in mathematics through differential equations, including introductory work in partial differential equations, and backgrounds in structural theory that include advanced frame analysis and introductory work in plate and shell the
作者: Guileless    時(shí)間: 2025-3-24 15:39
Overview of decision-making procedureations for one of the standard numerical procedures and this is usually done; however, the field concept can be very useful here especially in the case of models with several dependent variables. For those difference models that are too irregular to be tractable by closed form techniques, a numerica
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作者: 易受刺激    時(shí)間: 2025-3-25 02:34
Intelligence and Intelligence Testing,roperties (excluding loads) are cyclic and symmetric with respect to the midpoint; i.e., in Eq. 5b, Δ. (?/B). = 0, = α. = α.′ = α and β. = β (for a prismatic beam α = 1/3 and β = 1/6). The governing equation, derived via the “three moment” or flexibility approach is . in which the terms are as defin
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Management of Resources and Lessons Learnedt to analyze by standard field methods. The basic concepts required to deal with these boundary conditions were covered in the course lectures but experience has shown that many students. have difficulty applying them to multidimensional systems. The publishers were kind enough to allow the author t
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Information procurement decisionsthe audience, but planning for the lecture series was based upon the ambitious goal of both introducing the fundamental concepts of discrete field mechanics and covering work at the frontiers of present knowledge of the subject as related to structural analysis.
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Abdulrahman AI-Youbi,Adnan H. M. ZahedThat is, the members running in the two coordinate directions and in the diagonal direction from x,y to x + 1, y + 1 (see Fig. 9). Here the discrete coordinates will be labeled x and y to conform with existing publications.
作者: Palpable    時(shí)間: 2025-3-27 00:11
Introduction to Discrete Field Mechanics,the audience, but planning for the lecture series was based upon the ambitious goal of both introducing the fundamental concepts of discrete field mechanics and covering work at the frontiers of present knowledge of the subject as related to structural analysis.
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https://doi.org/10.1007/978-3-658-12231-7 are four types of boundary conditions (16 possible two boundary permutations) that can be identically satisfied by a closed form finite sinusoidal series. These cases are discussed in detail in Appendix III, pp. 139 thru 146.
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Mila Schwartz,Victor Moin,Manal Klaylee solution is made much more complex by the addition of time dependent effects in the model. It is the goal of this section to illustrate use of the micro discrete field approach to the dynamic analysis of selected simple but nontrivial structural lattices.
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