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@article{157094,
        author = {Pratiraj Bhandigare and S R Kadam},
        title = {Comparative analysis of fixed base & isolated base buildings paper},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {9},
        number = {6},
        pages = {63-66},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=157094},
        abstract = {The present work attempts to study the effectiveness of base isolation using lead rubber bearings (LRB) over conventional construction, using a case study of identical conventional and isolated building constructed in the most seismically active region in India (Zone V). Base isolators protect both structural and non-structural components by separating a superstructure from its substructure that is resting on a moving surface. In this study, two cases of G+9 plane symmetrical RCC frames are modelled and analyzed. First, a fixed base, and second, an isolated base (LRB). For both scenarios, building displacement is compared.. For analysis ETABS software is use and for designing of isolator 1893:2002 (part 1) and UBC 97 design of seismic isolated structures.},
        keywords = {Base Isolation system, Base shear, LRB ( Lead rubber Bearing ), Storey displacement , Storey shear .},
        month = {},
        }