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標(biāo)題: Titlebook: Computational Structural Analysis and Finite Element Methods; A. Kaveh Book 2014 Springer International Publishing Switzerland 2014 Applic [打印本頁(yè)]

作者: Inveigle    時(shí)間: 2025-3-21 16:12
書目名稱Computational Structural Analysis and Finite Element Methods影響因子(影響力)




書目名稱Computational Structural Analysis and Finite Element Methods影響因子(影響力)學(xué)科排名




書目名稱Computational Structural Analysis and Finite Element Methods網(wǎng)絡(luò)公開度




書目名稱Computational Structural Analysis and Finite Element Methods網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Computational Structural Analysis and Finite Element Methods被引頻次




書目名稱Computational Structural Analysis and Finite Element Methods被引頻次學(xué)科排名




書目名稱Computational Structural Analysis and Finite Element Methods年度引用




書目名稱Computational Structural Analysis and Finite Element Methods年度引用學(xué)科排名




書目名稱Computational Structural Analysis and Finite Element Methods讀者反饋




書目名稱Computational Structural Analysis and Finite Element Methods讀者反饋學(xué)科排名





作者: Foregery    時(shí)間: 2025-3-21 21:09

作者: 排名真古怪    時(shí)間: 2025-3-22 03:50

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作者: 外向者    時(shí)間: 2025-3-22 12:06

作者: antecedence    時(shí)間: 2025-3-22 16:12
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
作者: antecedence    時(shí)間: 2025-3-22 19:31
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
作者: 珊瑚    時(shí)間: 2025-3-23 00:57
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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作者: Colonoscopy    時(shí)間: 2025-3-23 21:34
https://doi.org/10.1007/978-3-319-02964-1Application of Graph Theory for Efficient Analysis; Finite Element Analysis; Meta-heuristic Algorithms
作者: 壓碎    時(shí)間: 2025-3-24 00:12

作者: 協(xié)議    時(shí)間: 2025-3-24 05:20
https://doi.org/10.1007/978-981-15-9585-1tures, such as rigid-jointed planar and space frames, pin-jointed planar trusses and ball-jointed space trusses. Then the progress made in the force method of structural analysis in recent years is presented. Efficient methods are developed for the formation of highly sparse flexibility matrices for different types of skeletal structures.
作者: AWRY    時(shí)間: 2025-3-24 08:16

作者: 榨取    時(shí)間: 2025-3-24 14:37
K. Thirumaran,G. Balaji,N. Devi Prasadecomposition 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 method of structural analysis is discussed.
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作者: 痛苦一生    時(shí)間: 2025-3-24 22:56

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作者: 自然環(huán)境    時(shí)間: 2025-3-25 09:02

作者: Conflict    時(shí)間: 2025-3-25 12:08
K. Thirumaran,G. Balaji,N. Devi Prasadecomposition 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
作者: 任命    時(shí)間: 2025-3-25 19:33

作者: 灰姑娘    時(shí)間: 2025-3-25 21:34
Bioclimatic Design for Informal Settlementslyzing 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
作者: 美學(xué)    時(shí)間: 2025-3-26 01:12
Optimal Force Method: Analysis of Skeletal Structures,tures, such as rigid-jointed planar and space frames, pin-jointed planar trusses and ball-jointed space trusses. Then the progress made in the force method of structural analysis in recent years is presented. Efficient methods are developed for the formation of highly sparse flexibility matrices for different types of skeletal structures.
作者: Optimum    時(shí)間: 2025-3-26 04:23
Optimal Displacement Method of Structural Analysis,ional aspects are discussed and many worked examples are included to illustrate the concepts and principles being used. In order to show the generality of the methods introduced for the formation of the element stiffness matrices, the stiffness matrix of a simple finite element is also derived.
作者: 細(xì)絲    時(shí)間: 2025-3-26 09:54
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 method of structural analysis is discussed.
作者: 誘騙    時(shí)間: 2025-3-26 13:41
A. KavehEfficient 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
作者: 閃光東本    時(shí)間: 2025-3-26 17:21
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作者: 鉤針織物    時(shí)間: 2025-3-27 00:01

作者: Eructation    時(shí)間: 2025-3-27 04:28
Computational Structural Analysis and Finite Element Methods978-3-319-02964-1
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作者: 背信    時(shí)間: 2025-3-28 00:47
Sustainable Tunneling and Underground Useugh simple examples..In the second part, basic concepts and definitions of graph theory are presented. Since some of the readers may be unfamiliar with the theory of graphs, simple examples are included to make it easier to understand the presented concepts.
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作者: phlegm    時(shí)間: 2025-3-28 17:53
Ordering for Optimal Patterns of Structural Matrices: Graph Theory Methods,profile and frontwidth, especially for those encountered in finite element analysis. Methods are presented for reducing the bandwidth of the flexibility matrices. Bandwidth optimisation of rectangular matrices is presented for its use in the formation of sparse flexibility matrices.
作者: 狼群    時(shí)間: 2025-3-28 20:03
uctures.Many worked examples and exercises will help the rea.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
作者: hysterectomy    時(shí)間: 2025-3-29 01:57

作者: BLINK    時(shí)間: 2025-3-29 03:37
Nilva Karenina Aramburu Guevaraembers”. Regular part refers to the structure for which the inverse of the stiffness matrix can be obtained by the previously developed simplified methods, and excessive members refer to those which cause the non-regularity of the regular structure.
作者: Indecisive    時(shí)間: 2025-3-29 10:04
Ordering for Optimal Patterns of Structural Matrices: Algebraic Graph Theory and Meta-heuristic Basof these matrices provide valuable tools for combinatorial optimisation and in particular for ordering of sparse symmetric matrices such as the stiffness and flexibility matrices of the structures. Here, algebraic graph-theoretical methods and metaheuristic-based algorithms are provided for nodal ordering for bandwidth and profile reduction.
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作者: homocysteine    時(shí)間: 2025-3-29 21:37
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