NAVRACHANA UNIVERSITY

Effects of gust load on tall buildings

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dc.contributor.author Patel, Divya
dc.contributor.author Shah, Rahul
dc.date.accessioned 2021-10-01T05:19:39Z
dc.date.available 2021-10-01T05:19:39Z
dc.date.issued 2019-05
dc.identifier.issn 2349-5162
dc.identifier.uri http://27.109.7.66:8080/xmlui/handle/123456789/697
dc.description © 2019 JETIR May 2019, Volume 6, Issue 5,P. 247-250 en_US
dc.description.abstract With the rapid growth in building construction and urbanization in India, buildings are getting taller than ever. As the height of building increases it becomes more flexible. The structure of high-rise buildings is usually more sensitive to effects of wind. The wind pressures are fluctuating in nature and thus there is possibility of the fundamental natural frequency of the structure matching the wind frequency. The gust effectiveness factor method of IS: 875 (Part 3) – 1987 takes into account the dynamic properties of the structure, the wind-structure interaction and then determines the wind loads as equivalent static loads. In the present project work, square and rectangular buildings of 30, 40 and 50 storeys are considered for wind load analysis. Equivalent static wind load is calculated using provisions of IS: 875 (Part 3) – 1987. The structures are analysed using CSI ETABs 2015 for maximum storey displacement, storey drift and storey shear. Comparison is made between structures loaded under static wind load and equivalent static gust load. en_US
dc.language.iso en en_US
dc.publisher Journal of Emerging Technologies and Innovative Research (JETIR en_US
dc.subject Gust en_US
dc.subject Static Method en_US
dc.subject Gust Effectiveness Factor (GEF) Method en_US
dc.subject Storey Displacement en_US
dc.subject Storey Drift en_US
dc.subject Storey Shear en_US
dc.title Effects of gust load on tall buildings en_US
dc.type Article en_US


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