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A platform for research: civil engineering, architecture and urbanism
Effect of Shear Walls on Tall Buildings with Different Corner Configuration Subjected to Wind Loads
Many structures which are constructed at present times tend to be wind-sensitive because of their shape, slenderness, flexibility, and size. This leads to demand for more economical wind resistant designs of tall buildings. For the stability of high-rise structure, lateral forces like wind forces and earthquake forces play a critical role; however, in case of high-rise structure, wind loads are more critical than earthquake forces. Lateral load resisting systems like shear walls are used in construction to resist the effect of lateral forces on the building. This paper is focused on studying the effect of shear walls on the deflection of a tall building exposed to the wind load in lateral direction and observing the variance in the deflection that will occur on the three columns (windward, leeward, and central) of a high-rise building with and without using the shear walls in different scenarios using Bentley STAAD Pro software. Prototype buildings are assumed to be made up of RCC beams and columns that are designed on a software constitutes of 36 story (G + 35) having a height of 3.5 m of each floors, and response analysis of these prototype buildings has been done for different columns of building exposed to 0° wind incidence.
Effect of Shear Walls on Tall Buildings with Different Corner Configuration Subjected to Wind Loads
Many structures which are constructed at present times tend to be wind-sensitive because of their shape, slenderness, flexibility, and size. This leads to demand for more economical wind resistant designs of tall buildings. For the stability of high-rise structure, lateral forces like wind forces and earthquake forces play a critical role; however, in case of high-rise structure, wind loads are more critical than earthquake forces. Lateral load resisting systems like shear walls are used in construction to resist the effect of lateral forces on the building. This paper is focused on studying the effect of shear walls on the deflection of a tall building exposed to the wind load in lateral direction and observing the variance in the deflection that will occur on the three columns (windward, leeward, and central) of a high-rise building with and without using the shear walls in different scenarios using Bentley STAAD Pro software. Prototype buildings are assumed to be made up of RCC beams and columns that are designed on a software constitutes of 36 story (G + 35) having a height of 3.5 m of each floors, and response analysis of these prototype buildings has been done for different columns of building exposed to 0° wind incidence.
Effect of Shear Walls on Tall Buildings with Different Corner Configuration Subjected to Wind Loads
Lecture Notes in Civil Engineering
Gupta, Ashok Kumar (editor) / Shukla, Sanjay Kumar (editor) / Azamathulla, Hazi (editor) / Mahajan, Saransh (author) / Yadav, Vikramaditya (author) / Raj, Rahul (author) / Raj, Ritu (author)
Advances in Construction Materials and Sustainable Environment ; Chapter: 59 ; 723-734
2021-12-15
12 pages
Article/Chapter (Book)
Electronic Resource
English
STAAD pro , Tall building , Wind loads , Square-shaped structure , Square-shaped structure with triangular corners , Square-shaped structure with recessed corners , Shear walls Engineering , Building Construction and Design , Building Materials , Geoengineering, Foundations, Hydraulics , Sustainable Development , Quality Control, Reliability, Safety and Risk
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