Open AccessComparison of Seismic Performance of RCC Normal Structure, Structure with Shear Wall and Structure with Friction Damper
Author(s) -
Asrarul Haq
Publication year - 2021
Publication title -
international journal for research in applied science and engineering technology
Language(s) - English
Resource type - Journals
ISSN - 2321-9653
DOI - 10.22214/ijraset.2021.38362
Subject(s) - shear wall , structural engineering , damper , tornado , quake (natural phenomenon) , shear (geology) , response spectrum , wake , shear force , geotechnical engineering , geology , low rise , stiffness , engineering , seismology , aerospace engineering , petrology , oceanography
There are several natural calamities, including flooding. worst natural disaster – quake, drought, tornado, hurricanes, and earthquake are the most devastating. Since it leaves a trail of injuries and financial losses fear-inducing behaviors. Implementation is necessary When it comes to earthquake codes in building design, earthquakes are like a wake a wake-up call is made. Urban areas in India are seeing a growth in the popularity of medium-rise as well as high rise R.C.-framed apartment complexes with storey counts ranging from 8 to 10 and even greater than 20. R.C. framed buildings of these heights are equipped with shear walls to resist lateral loads. Thus, it's important to understand how they affect storey drift and stiffness, as well as shear and moments, as well as stress within the shear walls. In order to determine the strength of the building's shear wall, a three-dimensional analysis is performed by Response spectrum. In this study we will be using a shear wall on one structure and friction dampers on another, we will create and analyses a 30-story high-rise structure and compare the results based on the parameters listed above, by using E-tabs software. Keywords: E-tabs, Response spectrum, Friction damper, Shear wall, Earthquake