Paper Title
Design and Analysis of Circular RCC Silo Having Different Aspect Ratio under Seismic Zone III Using STAAD pro Software
Article Identifiers
Authors
PRAJAKTA PINGALE
Keywords
RCC Silos, circular Silo, Aspect Ratio, Seismic Analysis, Maximum absolute Stresses, Maximum shear stresses
Abstract
The present research examines how the different aspect ratio affects the circular silos made of reinforced cement concrete. The load intensity and structural dimensions are determined using IS 4995:1974 part I and part II. IS: 4995 (Part-I): 1974 will be used to compute the silo loading in accordance with Janssen's theory, and IS: 4995 (Part-II): 1974 will be used for determining the silo design requirements. Also, IS 456:2000 for RCC design is going to be use. The silo's construction will be modeled and analyzed using STAAD pro software. Three models will be created of three different aspect ratios in the STAAD pro. The top and bottom principal stresses, absolute stresses, shear stresses, moments in X, Y and XY direction, will obtain for circular silos of different aspect ratio. The literature reviews on silos were used as the basis for this report.
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How To Cite
"Design and Analysis of Circular RCC Silo Having Different Aspect Ratio under Seismic Zone III Using STAAD pro Software ", IJNRD - INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT (www.IJNRD.org), ISSN:2456-4184, Vol.9, Issue 5, page no.f455-f465, May-2024, Available :https://ijnrd.org/papers/IJNRD2405551.pdf
Issue
Volume 9 Issue 5, May-2024
Pages : f455-f465
Other Publication Details
Paper Reg. ID: IJNRD_222060
Published Paper Id: IJNRD2405551
Downloads: 000121180
Research Area: Civil EngineeringÂ
Country: pune, maharastra, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD2405551.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2405551
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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)
ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016
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