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| Autori principali: | , , |
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| Natura: | Recurso digital |
| Lingua: | |
| Pubblicazione: |
Zenodo
2023
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| Soggetti: | |
| Accesso online: | https://doi.org/10.5281/zenodo.18277018 |
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Sommario:
- In recent days Vertical Irregular buildings have been taking over conventional regular buildings. Vertical Irregular building gained importance due to its aesthetic and functional aspects. But the buildings with Vertical Irregularities are more vulnerable to lateral loads mainly seismic vibrations. In the present study, multi-storey building having different vertical irregularities such as Stiffness Irregularity, Mass Irregularity and Geometric Irregularity with and without Lateral Force resisting system have been analyzed using ETABS software for the parameters like storey displacement and storey shear. The main objective of the present study is to compare the seismic behavior of multi storey buildings having Vertical irregularity in seismic zone V with soil of type II (medium coursed). Dynamic response spectrum analysis was performed on the structure to get the seismic behavior. Then structures with these irregularities have been provided with bracings and dampers and the analysis was carried out again. Obtained results were compared with Vertical irregular bare structures.