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- W2978670175 abstract "The earthquake causes a great damage to the stru cture. It is very important to protect the structur e from earthquake forces and it can be done by various met hods. One of the methods is seismic base isolation. The modeling procedure of not only fixed base but also of base isolated building in ETAB software is carri ed out. Also the design steps of isolators and linear static ana lysis using UBC 97 for isolated building has been d iscussed in the present work. Analytical seismic response of (G+14) storied building supported on base isolation syste m is investigated and compared with fixed base building. The results of various parameters such as the vari ation in maximum storey displacement, maximum storey drift, lateral loads to stories, and storey overturning mo ment and storey shear of isolated building is studied. Using base isolation system at (G+14) storied, it is fou nd that the base isolation technique was protected and better for st ructure more than 10 storey. It was observed that t he variation in maximum displacement of stories in base isolated model is very low while compared with fixed base model. It was also observed that storey overturning moment & stor ey shear are also found to be reduced in base isola ted building." @default.
- W2978670175 created "2019-10-10" @default.
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- W2978670175 date "2014-01-01" @default.
- W2978670175 modified "2023-10-02" @default.
- W2978670175 title "TECHNOLOGY Seismic Performance of Base Isolated & Fixed Based RC Frame Structure using ETABS" @default.
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