Performance of elevated water tank staging with base isolation under blast loading

In this present study aims to evaluate the performance of base isolation device under different intensity blast induced ground excitations for an elevated water tank staging. mainly focused improve isolator and minimize damage structure. To know two models are considered one is fixed model another supported with both non-linear time history analysis carried out help SAP 2000 software subjected four underground intensities. From analysis, it observed that by using structural responsive parameters such as shear, top storey accelerations efficiently reduced when compared Hence proved adopting technique we considerably reduce structure vibrations.