| dc.contributor.author | Grzywiński, Maksym | |
| dc.date.accessioned | 2017-12-18T09:36:19Z | |
| dc.date.available | 2017-12-18T09:36:19Z | |
| dc.date.issued | 2017 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2017, roč. 17, č. 1, s. 45-50 : il. | cs |
| dc.identifier.uri | http://hdl.handle.net/10084/122546 | |
| dc.description.abstract | The paper deals with discussion of optimization problem in civil engineering structural space
design. Minimization of mass should satisfy the limit state capacity and serviceability conditions. The
cross-sectional areas of bars and structural dimensions are taken as design variables. Variables are
used in the form of continuous and discrete. The analysis is done using the Structural and Design of
Experiments modules of Ansys Workbench v17.2. As result of the method a mass reduction of 46,6
% is achieved. | cs |
| dc.format.extent | 423497 bytes | |
| dc.format.mimetype | application/pdf | |
| dc.language | Neuvedeno | cs |
| dc.language.iso | en | cs |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | |
| dc.relation.uri | https://www.degruyter.com/downloadpdf/j/tvsb.2017.17.issue-1/tvsb-2017-0006/tvsb-2017-0006.pdf | |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | |
| dc.rights | © 2017 Maksym Grzywiński, published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0 | |
| dc.subject | structural optimization | cs |
| dc.subject | space truss | cs |
| dc.subject | braced dome | cs |
| dc.subject | single-layer | cs |
| dc.title | Optimization of single-layer braced domes | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.1515/tvsb-2017-0006 | |
| dc.rights.access | openAccess | |