原文传递
Integrated Discrete/Continuum Topology Optimization Framework for Stiffness or Global Stability of High-Rise Buildings
| 题名： | Integrated Discrete/Continuum Topology Optimization Framework for Stiffness or Global Stability of High-Rise Buildings |
| 其他题名： | Adams,N.,Frampton,K.,and van Leeuwen,T.(2012).SOM journal 7,Hatje Cantz&Company KG. |
| 正文语种： | 英文 |
| 作者： | Lauren L. Beghini |
| 关键词： | Topology optimization;Linearized buckling;High-rise buildings |
| 摘要： | This paper describes an integrated topology optimization framework using discrete and continuum elements for buckling and stiffness optimization of high-rise buildings. The discrete (beam/truss) elements are optimized based on their cross-sectional areas, whereas the continuum (polygonal) elements are concurrently optimized using the commonly known density method. Emphasis is placed on linearized buckling and stability as objectives. Several practical examples are given to establish benchmarks and illustrate the proposed methodology for high-rise building design. |
| 出版年： | 2015 |
| 论文唯一标识： | P-26Y2015V141N08023 |
| 英文栏目名称： | Technical Papers |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001164 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 141 |
| 期： | 08 |
| 页码： | 244-253 |
相关文献
检索历史
应用推荐
