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This study simulated underground circular cylindrical shell structure to serve as water reservoir under known soil characteristics and conditions. Cognizance of prevailing acute scarcity of portable water supply, more often than not, during each year, this structural facility was also simulated for study under two distinct situations namely: when it is empty and when it is full of water. Structural analysis of the facility was carried out using the initial value model whereas the classical model served to establish validity. The study sought the stress effect arising from: empty condition and in full of water, on this facility. The investigation result revealed: Both classical and initial value models led to identical results. Effect of stress which resulted from the two different conditions did not diminish the structural integrity of this facility.
Mbanusi E. C.. 2016. \u201cApplication of Initial Value Model in Circular Cylindrical Shell Analysis\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 16 (GJRE Volume 16 Issue E3): .
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
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Total Score: 105
Country: Nigeria
Subject: Global Journal of Research in Engineering - E: Civil & Structural
Authors: Mbanusi E. C., Obodoh D. A., Ezeokonkwo J. U., Ogunoh P. E., Okolie K. C. (PhD/Dr. count: 0)
View Count (all-time): 230
Total Views (Real + Logic): 3883
Total Downloads (simulated): 1960
Publish Date: 2016 09, Fri
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This study simulated underground circular cylindrical shell structure to serve as water reservoir under known soil characteristics and conditions. Cognizance of prevailing acute scarcity of portable water supply, more often than not, during each year, this structural facility was also simulated for study under two distinct situations namely: when it is empty and when it is full of water. Structural analysis of the facility was carried out using the initial value model whereas the classical model served to establish validity. The study sought the stress effect arising from: empty condition and in full of water, on this facility. The investigation result revealed: Both classical and initial value models led to identical results. Effect of stress which resulted from the two different conditions did not diminish the structural integrity of this facility.
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