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Titlebook: Computational Structural Analysis and Finite Element Methods; A. Kaveh Book 2014 Springer International Publishing Switzerland 2014 Applic

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書目名稱Computational Structural Analysis and Finite Element Methods
編輯A. Kaveh
視頻videohttp://file.papertrans.cn/234/233151/233151.mp4
概述Efficient methods leading to highly sparse and banded structural matrices.Application of graph theory for efficient analysis of skeletal structures.Many worked examples and exercises will help the rea
圖書封面Titlebook: Computational Structural Analysis and Finite Element Methods;  A. Kaveh Book 2014 Springer International Publishing Switzerland 2014 Applic
描述.Graph theory gained initial prominence in science and engineering through its strong links with matrix algebra and computer science. Moreover, the structure of the mathematics is well suited to that of engineering problems in analysis and design. The methods of analysis in this book employ matrix algebra, graph theory and meta-heuristic algorithms, which are ideally suited for modern computational mechanics. Efficient methods are presented that lead to highly sparse and banded structural matrices. The main features of the book include: application of graph theory for efficient analysis; extension of the force method to finite element analysis; application of meta-heuristic algorithms to ordering and decomposition (sparse matrix technology); efficient use of symmetry and regularity in the force method; and simultaneous analysis and design of structures..
出版日期Book 2014
關(guān)鍵詞Application of Graph Theory for Efficient Analysis; Finite Element Analysis; Meta-heuristic Algorithms
版次1
doihttps://doi.org/10.1007/978-3-319-02964-1
isbn_softcover978-3-319-35344-9
isbn_ebook978-3-319-02964-1
copyrightSpringer International Publishing Switzerland 2014
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Decomposition for Parallel Computing: Graph Theory Methods,ecomposition of structural models using graph theory approaches. First, efficient graph theory methods are presented for the optimal decomposition of space structures. The subdomaining approaches are then presented for partitioning of finite element models. A substructuring technique for the force m
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Analysis of Regular Structures Using Graph Products, to regular structural models. Here a near-regular structure is divided into two sets, namely “the regular part of the structure” and “the excessive members”. Regular part refers to the structure for which the inverse of the stiffness matrix can be obtained by the previously developed simplified met
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Simultaneous Analysis, Design and Optimization of Structures Using Force Method and Supervised Charlyzing structures with larger number of members requires larger memory size and longer computation time. In addition, this costly computation has to be repeated many times, typically over 10,000 times, because the cross section size of the members is not determined in the early stages of designing s
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