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 |