Static And Dynamic Analysis Of 2d And 3d Structures Using Python Scripts In Opensees
| dc.contributor.author | Vishal, Rebba | |
| dc.date.accessioned | 2026-10-13T06:35:07Z | |
| dc.date.available | 2026-10-13T06:35:07Z | |
| dc.date.issued | 2022 | |
| dc.description.abstract | It is generally accepted that most building structures shall exhibit a nonlinear response when subjected to medium-high intensity earthquakes. It is currently known, however, that this phenomenon is not properly modelled in the majority of cases, especially at the design stage, where only simple linear methods have effectively been used. Recently, as a result of the exponential progress of computational tools, nonlinear modelling and analysis have gradually been brought to a more promising level. A wide range of modelling alternatives developed over the years is hence at the designer’s disposal for the seismic design and assessment of engineering structures. The objective of the study presented herein is to test some of these models in an existing structure, and observe their performance in nonlinear static and dynamic analyses. This evaluation is done by the use of a known range of advanced finite element software opensees. In this study a one bay portal frame and reinforced concrete building is considered for the study and analysed for the static and dynamic loads. To study the behaviour of the structure under earthquake loading five real ground motion data are considered. | |
| dc.identifier.uri | http://nits.ndl.gov.in/handle/123456789/232 | |
| dc.language.iso | en | |
| dc.publisher | Department of Civil Engineering, NITS | |
| dc.relation.ispartofseries | D1595 | |
| dc.title | Static And Dynamic Analysis Of 2d And 3d Structures Using Python Scripts In Opensees | |
| dc.type | Thesis |