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@article{151498,
        author = {Asadullah Dost and Anil Kumar Chaudhary},
        title = {Seismic Resistant Design and analysis of (G+15), (G+20) and (G+25) Residential Building and Comparison of the Seismic Effects on Them},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {8},
        number = {1},
        pages = {102-112},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=151498},
        abstract = {The primary goal of this research is to conduct an earthquake analysis of G+15, G+20, and G+25 residential buildings using Indian standard codes of practice IS 1893(Part 1):2002. In general, seismic forces on a structure are calculated assuming the structure is in zone IV. The member forces are calculated using load combinations according to IS 456: 2000's Limit State Method. According to IS 875(Part 1, Part 2):1987, the structure is subjected to dead load, self-weight, and live load. With the help of the ETAB software, the structure was designed in accordance with seismic code IS-1893:2002 under seismic zone IV. So, for structural engineers, the interesting part is that the design of a high-rise building involves a lot of parameters. A high-rise multi-story building, from the perspective of a structural engineer, is one that is affected by lateral forces to the extent that they play a significant role in the structure's design due to its height. Wind and seismic loads are critical in multi-story buildings of this type (i.e., G+15, G+20, G+25). As a result, lateral stability is important for tall buildings in general.},
        keywords = {High rise Buildings, Seismic Forces, Wind loads, ETABS},
        month = {},
        }