
Comparison of Static and Dynamic Analysis of Multi-Storied Building
Author(s) -
Arati Avinash Sabale
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.2021.37381
Subject(s) - shear wall , bending moment , geology , shear force , mitigation of seismic motion , shear (geology) , geotechnical engineering , vibration , situated , seismology , structural engineering , seismic loading , natural (archaeology) , earthquake simulation , moment magnitude scale , engineering , computer science , earthquake scenario , seismic hazard , petrology , physics , geometry , mathematics , quantum mechanics , artificial intelligence , scaling , paleontology
Vibration of ground is the main cause of earthquake damage to building structures. There are many factors responsible for the strength of earthquake shaking at a site including the earthquake's magnitude, the site's proximity to the fault, the local geology, and the soil type. The natural disasters have been fast recurring all over the world causing great concern and damage to man and their properties. Among these disasters Earthquake is an endogenous natural disaster, which occurs suddenly without any warning. The vast devastation of engineering systems and facilities during the past earthquakes has exposed serious deficiencies in the prevalent design and construction. Shear wall is one of the most commonly used lateral load resisting in high rise buildings. Shear wall can be used to simultaneously resist large horizontal load and support gravity load. In the study, one tall RCC building of 13 stories is assumed to be situated in seismic zone V is analysed using two methods (Static and Dynamic Analysis). The share walls are taken at different position of building. The comparison of the different shear wall models is studied in this work against the different parameters like time period, bending moment, shear force, storey drift, displacement