Seybold Report ISSN: 1533-9211
Mr Aviral Agrawal1, Mr Akshit Lamba2
Vol 18, No 3 ( 2023 ) | Licensing: CC 4.0 | Pg no: 65-71 | Published on: 30-03-2023
Abstract
As a structure is subjected to the earthquake, it results vibrating. The earthquake force subjected to structure will be resolved into three mutually perpendicular directions-the two horizontal directions (x and y) and therefore the vertical direction (z). This motion causes the structure to vibrate or shake altogether three directions; the predominant direction of shaking is horizontal. Here the most essential thing is to consider the results of lateral loads induced from wind and earthquakes within the analysis of reinforced concrete structures, especially for high- rise buildings. Here the basic intent of analysis for the earthquake resistant structures is that buildings should be able to resist minor earthquakes without damage[5,6]. It also can resists moderate earthquakes without any structural damage but sometimes non-structural damage will resist major earthquakes without collapse the major structure. To avoid the collapse during a major earthquake, the members are must have to be ductile enough to absorb and dissipate energy by post-elastic deformation. So redundancy within the structural system which permits redistribution of internal forces within the failure of key elements. When the primary element or system yields or fails, the lateral force certainly redistributed to a secondary system to stop progressive failure[7,8]. The objectives of the current work is to study the behavior of a multi storied building subjected to earth quake load by adopting Response spectrum analysis.
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