A Review on Study the Behaviour of the Structure and Transfer Slab under Different Geometric and Material Nonlinearity Consideration
DOI:
https://doi.org/10.37628/jsmfe.v5i1.849Keywords:
RCC, Shear Wall, static and dynamic earthquake analysis Transfer Girder, Geometric, material nonlinear analysis, ETABS 2016Abstract
The present work concerned with the study on the behaviour of high-rise RCC structure that consists of transfer slab through which the number of columns or shear walls are going to float from certain floor level. The present study gives an overview of different research works on the parameters such as displacement, drift and stiffness in high-rise structure under the consideration of various analyses such as seismic analysis, geometric nonlinear analysis and material nonlinear analysis.References
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