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Response of T-shaped Tall Building Under Wind Load
This paper presents the results of wind load on T-shaped G+19 storey building located at Jalandhar, Punjab. The building is located in terrain category-3 as per IS 875 (part 3): 2015. Plan area of T shaped building is 343 m2. Unsymmetrical plan buildings cannot be analysed using data provided by wind codes. Wind incidence angles considered are from 0° to 180° at an interval of 45° for an isolated building. Interference effect due to another T-shaped building on an existing building also included in this study. Analysis was carried out using STAAD Pro V8i. The spacing between the buildings were varied from zero to twice the breadth of the flange. The deflection obtained were plotted in x–y graphs as a function of deflection of nodes. It was observed that at certain critical nodes deflection due to interference effect exceeded the deflection criteria specified in the code.
Response of T-shaped Tall Building Under Wind Load
This paper presents the results of wind load on T-shaped G+19 storey building located at Jalandhar, Punjab. The building is located in terrain category-3 as per IS 875 (part 3): 2015. Plan area of T shaped building is 343 m2. Unsymmetrical plan buildings cannot be analysed using data provided by wind codes. Wind incidence angles considered are from 0° to 180° at an interval of 45° for an isolated building. Interference effect due to another T-shaped building on an existing building also included in this study. Analysis was carried out using STAAD Pro V8i. The spacing between the buildings were varied from zero to twice the breadth of the flange. The deflection obtained were plotted in x–y graphs as a function of deflection of nodes. It was observed that at certain critical nodes deflection due to interference effect exceeded the deflection criteria specified in the code.
Response of T-shaped Tall Building Under Wind Load
Structural Integrity
Fonseca de Oliveira Correia, José António (editor) / Choudhury, Satyabrata (editor) / Dutta, Subhrajit (editor) / Priyadarsh, P. G. (author) / Rani, Neelam (author)
International Conference on Advances in Structural Mechanics and Applications ; 2021 ; Silchar, India
Advances in Structural Mechanics and Applications ; Chapter: 25 ; 336-343
Structural Integrity ; 27
2022-06-03
8 pages
Article/Chapter (Book)
Electronic Resource
English
Response of T-shaped Tall Building Under Wind Load
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