Time history analysis of an existing structure in accordance with Turkish and European standards
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Détails bibliographiques
| Auteur(s): |
Sinem Tola
(Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
Joaquim Tinoco (Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal) José C. Matos 
(Institute for Sustainability and Innovation in Structural Engineering (ISISE), School of Engineering, University of Minho, Portugal)
Elişan Filiz Piroğlu (Institute of Earthquake Engineering and Disaster Management, Istanbul Technical University, Turkey) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Publié dans: | IABSE Congress Ghent 2021 | ||||
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| Page(s): | 1383-1391 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/ghent.2021.1383 | ||||
| Abstrait: |
Turkey is located on active seismic fault lines. Having this major issue makes the seismic performance analysis a critical step to decide the safety or whether demolishing or reinforcing is more efficient. In this study, a seismic analysis comparison is performed on an existing steel structure via SAP2000 software. The seismic analysis method is Linear Time History Analysis. A comparison of results attained from dynamic analysis is obtained for an existing steel structure serving as a garage in Istanbul, Turkey. The results are demonstrated using graphics where base shear forces as well as lateral displacements obtained for two models are plotted for comparison. |
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| Mots-clé: |
Eurocode 8
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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