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NUMERICAL ANALYSIS OF RC SHEAR WALL SUBJECTED TO MONOTONIC LOADING

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R. Shobana, Dr. D. Shoba RajKumar
» doi: 10.31838/ecb/2023.12.si4.103

Abstract

Earthquakes are one of nature’s greatest hazards on our planet and have taken a heavy toll on human life and property since ancient times. They are also one of the most common natural disasters. People are not killed by earthquakes; instead, dangerous structures are to blame for the widespread destruction. Structures collapse when they are unable to withstand seismic forces. In addition to the significant loss of human life, it becomes difficult to dispose of the debris left behind when buildings fall, and the construction of new buildings also pollutes the environment. The most efficient way to lessen earthquake damage is to plan and construct structures that are earthquake-resistant from the start. Shear walls resist lateral and horizontal pressures, and dynamic loads. Our goal is to prevent structural deformation brought on by dynamic loading. A building's reinforced concrete shear walls may be able to withstand lateral loads from wind or earthquakes. Using ABAQUS software, this study examines the non-linear behaviour of reinforced concrete Shear wall under monotonic loading. Deformed shape, crack pattern, principal stresses, displacement contour and load versus deflection behaviour of reinforced concrete shear wall are investigated. And the comparison is made for the results obtained from our present study with the results shown in the literature G.V. Rama Rao (2016) [4].

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