Abstract: The Republic Day quake of 26th January 2001 in Gujarat plainly clarified the tremor weakness profile of our country. The deficiency of lives and building structure colossally affected society. The harm that a construction will support relies upon an exceptional blend of topographical and primary variables. The previous identify with nature of soil under the establishment, profundity to bedrock, groundwater table, land highlights, and so forth Underlying elements could incorporate a level of imprisonment of cement, thinness of the structure and its segments and nature of its plan and development. Customary seismic plan approach gives or consolidates adequate firmness, strength and inelastic twisting limit so it can withstand incited dormancy powers. This was with the assumption that during solid ground movement, at whatever point inactivity powers surpass their plan seismic tremor levels, the design will disseminate this overabundance energy through distortions at predefined areas dissipated over the primary system.Keywords: - Viscous Damping Wall, Seismic Behaviour, Modelling