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International Journal for Research Trends and Innovation
International Peer Reviewed & Refereed Journals, Open Access Journal
ISSN Approved Journal No: 2456-3315 | Impact factor: 8.14 | ESTD Year: 2016
Scholarly open access journals, Peer-reviewed, and Refereed Journals, Impact factor 8.14 (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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Issue: May 2023
Volume 8 | Issue 5
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Impact Factor : 8.14
Issue per Year : 12
Volume Published : 8
Issue Published : 84
Article Submitted : 7748
Article Published : 3948
Total Authors : 10260
Total Reviewer : 547
Total Countries : 81
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Paper Title: | A Comparative Study on High Rise Building for various Geometrical Shapes Subjected to Wind Load of RCC and Composite Structure using ETABS |
Authors Name: | Mr. Hatim Saleem , Mr. L. P. Shrivastava |
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IJRTI_181066
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Published Paper Id: | IJRTI2001006 |
Published In: | Volume 5 Issue 1, January-2020 |
DOI: | |
Abstract: | In today’s modern construction of high rise buildings, lateral loads such as wind load is of major concern. However Steel – Concrete Composite construction has gained wide acceptance worldwide as an alternative to pure steel or pure concrete construction. The review shows that, the composite structures are best suited for high rise buildings compared to that of RCC structures. They offer high stiffness, stability and strength which can be utilized to resist large lateral wind loads and simultaneously support the gravity loading of the structure. In this project, a comparative study has been carried using ETABS 15 software on high rise building for various geometrical shapes subjected to wind load for both RCC and Composite structure. The three geometrical shape of Rectangular, Triangular and a Plus shape are taken with each of similar base plan and same floor to floor height. All the frames are analyzed firstly using RCC frame and then Steel – Concrete Composite frame. The building frame is comprised of G+15 storey. By the analysis done using ETABS 15 software the values such as maximum storey displacement, maximum storey shear and maximum storey moment for both Reinforced Concrete and Steel – Concrete Composite structure and comparison has been done for all three geometrical shapes to compare which has more stability and resistance against wind load among all the cases considered. |
Keywords: | ETABS, RCC, Composite Structure, Wind Load, G+15, Geometrical shapes. |
Cite Article: | "A Comparative Study on High Rise Building for various Geometrical Shapes Subjected to Wind Load of RCC and Composite Structure using ETABS", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.5, Issue 1, page no.17 - 23, January-2020, Available :http://www.ijrti.org/papers/IJRTI2001006.pdf |
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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 |
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Published Paper ID: IJRTI2001006
Registration ID:181066
Published In: Volume 5 Issue 1, January-2020
DOI (Digital Object Identifier):
Page No: 17 - 23 Country: Raipur, Chhattisgarh, India Research Area: Engineering Publisher : IJ Publication Published Paper URL : https://www.ijrti.org/viewpaperforall?paper=IJRTI2001006 Published Paper PDF: https://www.ijrti.org/papers/IJRTI2001006 |
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ISSN: 2456-3315
Impact Factor: 8.14 and ISSN APPROVED
Journal Starting Year (ESTD) : 2016
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