期刊论文详细信息
| Građevinar | |
| Stability analysis of reinforced concrete prismatic shell structures | |
| article | |
| Danica Goleš1  Dragan Milašinović1  | |
| [1] University of Novi Sad Faculty of Civil Engineering in Subotica | |
| 关键词: prismatic reinforced concrete shells; stability analysis; finite strip method; | |
| DOI : 10.14256/JCE.898.2013 | |
| 学科分类:社会科学、人文和艺术(综合) | |
| 来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
PDF
|
|
【 摘 要 】
Stability analysis of prismatic reinforced concrete shells is presented in the paper. These structures are special shells for which both geometry and material properties can be considered as constant along the main direction, while only the loading distribution may vary. A semi-analytical harmonic coupled finite strip method (HCFSM) is used to solve the large deflection and post-buckling problems, or both actions simultaneously. This is particularly important for shells having large span-to-width ratios.
【 授权许可】
CC BY
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO202307150003574ZK.pdf | 813KB |
PDF