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@article{154885,
        author = {Chetan S Shinde and Sneha D Kapare and Mayuri S Bedarkar and Gokul N Dhangar and Vinay chakrasali},
        title = {ANALYSIS OF G+12 BUILDING IN DIFFERENT SEISMIC ZONES},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {8},
        number = {12},
        pages = {531-535},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=154885},
        abstract = {Modern multi-storey buildings (G + 12) are most common due to land scarcity in India. Now adays Earthquakes have a profound effect on construction. Basically an earthquake is the cause of an earthquake vibration in a building also causes extensive damage. For example, the earthquake in Nepal happened month 25 April, 2015. Building analysis on an integral part of the design and evaluation of earthquakes. It began more than 100 years ago, when static analysis with side luggage about 10% of the weight of the structure was adopted by earthquake laws. For a long time the severity of the earthquake of this size remained largely codes for earthquakes around the world. Strong analysis is time dependent and paired analysis methods, one is the Response spectrum method and the other method of time history. In this work, the article is carried on comes out with a Response spectrum analysis of the (G+20) structure inside a separate earthquake zone (â…¡, â…¢, â…£ and V) using Staad Pro v8i software. Compared to the four different areas, the results of the analysis are based on lateral conditions modification, relocation, upper floor cutting, Axial strength, and moment of bending and given to results.},
        keywords = {Seismic analysis, STAAD pro, Seismic zone},
        month = {},
        }