Seismic and Wind Performance of Multi-storeyed Building with Plan and Vertical Irregularities
Bilal Ahmad Lone1, Jagdish Chand2, Mohit Bhandari3
1Jagdish Chand*, Associate Professor, UIE-Civil Engineering, Chandigarh University, Mohali. Punjab, India.
2Bilal Ahmad Lone, currently, Master’s Degree, Structural Engineering from Chandigarh University (CU), Mohali, Punjab India.
3Dr. Mohit Bhandari, Assistant Professor, Department of Civil engineering, Chandigarh University, Mohali, Punjab, India.
Manuscript received on April 20, 2020. | Revised Manuscript received on May 01, 2020. | Manuscript published on May 10, 2020. | PP: 1033-1040 | Volume-9 Issue-7, May 2020. | Retrieval Number: G5452059720/2020©BEIESP | DOI: 10.35940/ijitee.G5452.059720
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: It is a big challenge that the tall buildings must withstand the various forces acting from different directions and aspects such as seismic and wind forces while designing the tall structures it is mandatory to deeply understand the seismic and wind behaviour of multi- storeyed buildings. In this study we are concerned to determine and analysis the seismic and wind behaviour of high-rise buildings some of which were regular and other had irregularities in them in their plan and elevations. Three G+30 storied buildings were considered which were situated in seismic Zone-V and analysis were carried out using response spectrum method as per IS 1893- 2016 on ETABS software. Each building is subjected to wind load at different terrain categories to examine its effects at different slopes as per IS 875 Part 3 2015.Various parameters like Auto lateral load, maximum storey displacement, maximum storey drift, over turning moment, storey shear and time period were considered in this study. It is concluded that vertical irregular building in terrain category-4 with ground slope less than 3 degree’s provides greater resistance against both seismic and wind loading among all buildings.
Keywords: G+30 storied buildings.
Scope of the Article: Behaviour of Structures under Seismic Loads