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INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2456-4184 | Impact factor: 8.76 | ESTD Year: 2016 Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.76 (Calculate by google scholar and Semantic Scholar | AI-Powered Research Tool) , Multidisciplinary, Monthly, Indexing in all major database & Metadata, Citation Generator, Digital Object Identifier(DOI) |
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| Paper Title: | NON LINIEAR ANALYSIS OF G+5BUILDING INCLUDING BASEMENT SITUATED AT KALIMAINDIR, AMBIKAPUR: CASE SYUDY |
| Authors Name: | ANUBHAV ANAND SAHU , AMAN GAUTAM , VIJAY KUMAR SHUKLA , Dr. R. N. KHARE |
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IJNRD_203903
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| Published Paper Id: | IJNRD2308255 |
| Published In: | Volume 8 Issue 8, August-2023 |
| DOI: | |
| Abstract: | This project focuses on the seismic design of a multi-story, multi-bay moment-resisting building frame using IS 1893-2002 and IS 800 design provisions. The frame comprises six stories with three bays horizontally and five bays laterally. Two analysis methods, namely the Equivalent Static Load method and Response Spectrum method, are employed, and a comparative study of their results is conducted in terms of story displacement, inter-story drift, and base shear. Furthermore, the frame undergoes P-Δ analysis and necessary moment corrections are made according to the IBC code. The design of the steel moment-resisting frame follows IS-800:2007, involving multiple iterations to satisfy the criteria specified in the code. The designed frame is reanalysed, and the results are compared based on the sections used. The cost efficiency of both analysis methods is also assessed. Additionally, the design of connections for an interior joint and an exterior joint of the frame is carried out, and relevant calculations are provided. The foundation design, including the base plate, is performed according to IS 800:2007, with detailed calculations and accompanying figures. The software used for both analysis and design in this project is STAAD PRO. Throughout the process, manual calculations have been performed and compared to ensure accuracy. |
| Keywords: | Seismic design, Equivalent static load method, Response Spectrum method,Steel Frame, P-∆ analysis. |
| Cite Article: | "NON LINIEAR ANALYSIS OF G+5BUILDING INCLUDING BASEMENT SITUATED AT KALIMAINDIR, AMBIKAPUR: CASE SYUDY", International Journal of Novel Research and Development (www.ijnrd.org), ISSN:2456-4184, Vol.8, Issue 8, page no.c400-c416, August-2023, Available :http://www.ijnrd.org/papers/IJNRD2308255.pdf |
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| ISSN: |
2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar| ESTD YEAR: 2016 An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.76 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator |
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Published Paper ID:IJNRD2308255 Registration ID: 203903 Published In: Volume 8 Issue 8, August-2023 DOI (Digital Object Identifier): Page No: c400-c416 Country: sarguja, Chhattisgarh, India Research Area: Engineering Publisher : IJ Publication Published Paper URL : https://www.ijnrd.org/viewpaperforall?paper=IJNRD2308255 Published Paper PDF: https://www.ijnrd.org/papers/IJNRD2308255 |
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ISSN: 2456-4184
Impact Factor: 8.76 and ISSN APPROVED
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