Institutional Repository
Technical University of Crete
Technical University of Crete
EN
|
EL
| URI: | http://purl.tuc.gr/dl/dias/E06AD505-675D-47F6-A173-4FB71D6077CB | ||
| Year | 1997 | ||
| Type of Item | Peer-Reviewed Journal Publication | ||
| License |
|
||
| Bibliographic Citation | M. E. Stavroulaki, B. P. Leftheris, G. E. Stavroulakis," Optimal prestress in modal analysis via induced temperature modelling," Struct. and Multid.Optimization, vol. 13, no.2, pp.95-103, Apr. 1997 doi: : 10.1007/BF01199227. https://doi.org/10.1007/BF01199227 | ||
| Appears in Collections |
The optimal prestress reinforcement of civil engineering structures is studied here. A modal analysis framework, which is widely adopted for the dynamic, aseismic design, is assumed. The prestress action is modelled by means of induced temperature fields in the prestress cables, an option which facilitates the numerical treatment by means of general purpose finite element software. The optimal choice and the optimal placement of the tendons are treated by a ground (sub) structure technique. The proposed method is illustrated by means of numerical examples.
Copyright © DIAS 2013
