| 书目名称 | Swift Analysis of Civil Engineering Structures Using Graph Theory Methods |
| 编辑 | Ali Kaveh,Hossein Rahami,Iman Shojaei |
| 视频video | |
| 概述 | Introduces readers to circulant and regular structures together with definitions from graph products.Provides valuable insights into the analysis of large-scale space structures, like domes, grids, an |
| 丛书名称 | Studies in Systems, Decision and Control |
| 图书封面 |  |
| 描述 | This book proposes and validates a number of methods and shortcuts for frugal engineers, which will allow them to significantly reduce the computational costs for analysis and reanalysis and, as a result, for structural design processes. The need for accuracy and speed in analyzing structural systems with ever-tighter design tolerances and larger numbers of elements has been relentlessly driving forward research into methods that are capable of analyzing structures at a reasonable computational cost. . .The methods presented are of particular value in situations where the analysis needs to be repeated hundreds or even thousands of times, as is the case with the optimal design of structures using different metaheuristic algorithms. . .Featuring methods that are not only applicable to skeletal structures, but by extension also to continuum models, this book will appeal to researchers and engineers involved in the computer-aided analysis and design of structures, and to software developers in this field. It also serves as a complement to previous books on the optimal analysis of large-scale structures utilizing concepts of symmetry and regularity. Further, its novel application of g |
| 出版日期 | Book 2020 |
| 关键词 | Swift Analysis of Structures; Graph Theory; Stiffness Method; Finite Element Analysis; Graph Products; Bl |
| 版次 | 1 |
| doi | https://doi.org/10.1007/978-3-030-45549-1 |
| isbn_softcover | 978-3-030-45551-4 |
| isbn_ebook | 978-3-030-45549-1Series ISSN 2198-4182 Series E-ISSN 2198-4190 |
| issn_series | 2198-4182 |
| copyright | Springer Nature Switzerland AG 2020 |
发表于 2025-3-21 17:26:43
