Studies on Different Locations of Shear Wall in Multistoried Building for Structural Stability
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Date
2018-06-22T06:59:19Z
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Abstract
In seismic design of multistoried building, shear walls are most common structure adopted to make the structure earthquake resistant. These are constructed to counteract
the lateral loads caused by wind load and seismic loads. Shear walls provide adequate stiffness to the structure. So that the lateral drift will be in limits. Generally shear walls are the vertical cantilever which acts as a column. This investigation presents the study
and comparison of earthquake behavior of buildings with and without shear wall using STAAD Pro. In this study, reinforced concrete buildings are analyzed by changing the various position of shear wall with different locations considering various parameters such as peak story shear, frequency, time period and base shear. In recent decades, shear walls and tube structures are the most appropriate structural forms, which have caused the
height of concrete buildings to be soared. So, recent RC tall buildings would have more
complicated structural behaviour than before. Therefore, studying the structural systems and associated behaviour of these types of structures would be very interesting. Here, we will study the structural aspects of G+4 RC buildings, located in the high seismic zone.
To have a seismic evaluation of the building, a lot of analyses were performed to verify
its behaviour. Finally, having some technical information about the structural behaviour of the case would be very fascinating and useful for designers.
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Swapnil Baral, Samyak Paudel, Gaurav Jung Khatri, Pranab Khatiwada, 1NH14CV140, 1NH14CV139, 1NH14CV132, 1NH14CV136