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Grid floor/Ribbed floor slab consists of beams spaced at regular intervals in perpendicular directions which are monolithic with slab. These slabs are generally used for architectural purpose for large spans such as public assembly halls, auditoriums; show rooms were the slab has to cover a large column free space is required. Since gird slab offers more stiffness the rectangular voided pattern is used in present study. In the present study G+4 building is considered, analyzed and designed for both gravity, seismic and wind loading conditions as per IS codes. The structure is analyzed using ETABS software and design has been done manually. Analysis with respect to seismic activity majorly involves Equivalent method and Response spectrum method.
Keywords:
Response Spectrum, Grid Slab, Time history, Nonlinear Analysis and ETABS.
Cite Article:
"Analysis and Design of Grid Slab In Building Using Response Spectrum Method", International Journal for Research Trends and Innovation (www.ijrti.org), ISSN:2455-2631, Vol.2, Issue 6, page no.467 - 475, June-2017, Available :http://www.ijrti.org/papers/IJRTI1706083.pdf
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ISSN:
2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator