Application of Identification to the Determination of Design Model Parameters of Bridge Structures
The paper presents the identification analysis of static and geometric characteristics of bridge structures. The least squares method was used for the comparison of strain gauge measurements and theoretical normal stresses values. The minimum of the objective function of the identification was defi...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research
1991-12-01
|
| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/1634 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1849321022966202368 |
|---|---|
| author | J. Dorobczyński J. Niczyj W.M. Paczkowski |
| author_facet | J. Dorobczyński J. Niczyj W.M. Paczkowski |
| author_sort | J. Dorobczyński |
| collection | DOAJ |
| description |
The paper presents the identification analysis of static and geometric characteristics of bridge structures. The least squares method was used for the comparison of strain gauge measurements and theoretical normal stresses values. The minimum of the objective function of the identification was defined by means of a controlled review of variations, Moreover, the values of variables of the calculation model corresponding to the real structure behaviour were set in the same way.
|
| format | Article |
| id | doaj-art-a4c050b22bf64462b879bd383154bfc3 |
| institution | Kabale University |
| issn | 0867-888X 2450-8071 |
| language | English |
| publishDate | 1991-12-01 |
| publisher | Institute of Fundamental Technological Research |
| record_format | Article |
| series | Engineering Transactions |
| spelling | doaj-art-a4c050b22bf64462b879bd383154bfc32025-08-20T03:49:51ZengInstitute of Fundamental Technological ResearchEngineering Transactions0867-888X2450-80711991-12-01393-4Application of Identification to the Determination of Design Model Parameters of Bridge StructuresJ. Dorobczyński0J. Niczyj1W.M. Paczkowski2Department of Civil Engineering, Szczecin University of Technology, SzczecinDepartment of Civil Engineering, Szczecin University of Technology, SzczecinDepartment of Civil Engineering, Szczecin University of Technology, Szczecin The paper presents the identification analysis of static and geometric characteristics of bridge structures. The least squares method was used for the comparison of strain gauge measurements and theoretical normal stresses values. The minimum of the objective function of the identification was defined by means of a controlled review of variations, Moreover, the values of variables of the calculation model corresponding to the real structure behaviour were set in the same way. https://et.ippt.pan.pl/index.php/et/article/view/1634 |
| spellingShingle | J. Dorobczyński J. Niczyj W.M. Paczkowski Application of Identification to the Determination of Design Model Parameters of Bridge Structures Engineering Transactions |
| title | Application of Identification to the Determination of Design Model Parameters of Bridge Structures |
| title_full | Application of Identification to the Determination of Design Model Parameters of Bridge Structures |
| title_fullStr | Application of Identification to the Determination of Design Model Parameters of Bridge Structures |
| title_full_unstemmed | Application of Identification to the Determination of Design Model Parameters of Bridge Structures |
| title_short | Application of Identification to the Determination of Design Model Parameters of Bridge Structures |
| title_sort | application of identification to the determination of design model parameters of bridge structures |
| url | https://et.ippt.pan.pl/index.php/et/article/view/1634 |
| work_keys_str_mv | AT jdorobczynski applicationofidentificationtothedeterminationofdesignmodelparametersofbridgestructures AT jniczyj applicationofidentificationtothedeterminationofdesignmodelparametersofbridgestructures AT wmpaczkowski applicationofidentificationtothedeterminationofdesignmodelparametersofbridgestructures |