Email this article The effect of dome properties on design of the axial symmetric cylindrical wall
DOI: https://doi.org/10.20528/cjsmec.2021.01.002
View Counter: Abstract | 784 times | ‒ Full Article | 459 times |
Full Text:
PDFAbstract
The usage of computer software in civil engineering has expanded in last decades. Many general-purpose and special-purpose commercial programs perform a very important function, especially at the design stage. In this study, a computer program is introduced for the analysis and design of the axial symmetric cylindrical wall considering the dome effects. Analysis processes are carried out according to Flexibility theory with long wall assumption and during the reinforced concrete (RC) design of the wall, ACI 318-Building code requirements for structural concrete are considered. In numerical investigation, the effects of the dome properties (thickness and height) on the analysis and design of the wall are investigated by performing a totally 72 case analyzes. These cases include different support condition at bottom of the wall, wall heights, dome thicknesses and heights. According to analysis results, it is concluded that effects of dome thickness and heights on the wall on the wall are very limited.
Keywords
References
Beaufait FW (1977). Numerical Analysis of beams on elastic foundations. Journal of the Mechanics Division Proceedings of the ASCE, 103, 205-209.
Bekdaş G (2015). Harmony search algorithm approach for optimum design of post-tensioned axially symmetric cylindrical reinforced concrete walls. Journal of Optimization Theory and Applications, 164(1), 342-358.
Bekdaş G (2018). New improved metaheuristic approaches for optimum design of posttensioned axially symmetric cylindrical reinforced concrete walls. The Structural Design of Tall and Special Buildings, 27(7), e1461.
Bekdaş G (2019). Optimum design of post‐tensioned axially symmetric cylindrical walls using novel hybrid metaheuristic methods. The Structural Design of Tall and Special Buildings, 28(1), e1550.
Billington DP (1965). Thin Shell Structures. McGraw-Hill, New York.
Cross H (1930). Analysis of continuous frames by distributing fixed-end moments. Proceeding of the ASCE, 57, 919-928.
Henry FDC (1956). The Design and Construction of Engineering Foundations. Mc-Graw Hill, New York.
Hetenyi M (1936). Analysis of bars on elastic foundation. Final Report of the second International Congress for Bridge and structural Engineering (English Edition), October Berlin- Munich, Verlag von Wilhelm Ernst and Son, 846-851.
Hetenyi M (1946). Beams on Elastic Foundation. The University of Michigan Press, Ann Arbor.
Jones G (1997). Analysis of Beams on Elastic Foundations using Finite Difference Theory. Thomas Telford Publishing, New York.
Karaşin HA, Gülkan P (2008). Elastik zeminlere oturan plakların sonlu ızgara yöntemi ile yaklaşık çözümü. Teknik Dergi, 293, 4445-4454. (in Turk-ish)
Levinton Z (1947). Elastic foundation analysed by the method of redundant reactions. Journal of the Structural Division, Proceedings of the ASCE, 73, 1529-1541. (also in Transactions ASCE, 114, 40-52).
Melerski ED (2000). Design Analysis of Beams. Circular Plates and Cylindrical Tanks on Elastic Foundations. Taylor & Francis Group, London.
Miranda C, Nair K (1966). Finite beams on elastic foundation. Journal of the Structural Division, Proceedings of the ASCE, 92, 131-142.
Penzien J (1960). Discontinuity stresses in beams on elastic foundation. Journal of the Structural Division, Proceeding of the ASCE, 86, 67-97.
Ting BY (1982). Finite beams on elastic foundation with restraints. Journal of the Structural Division, Proceedings of the ASCE, 108, 611-621.
Umansky AA (1933). Analysis of Beams on Elastic Foundation. Central Research Institute of Auto-Transportation, Leningrad.
Vianello L (1898). Graphische Untersuchungen der knickfestigkeit gerader stabe. Zeitschrift des Vereins Deutscher Ingenieure, 42, 1436-1443. (in German)
Wang YH, Tham LG, Cheung YK (2005). Beams and plates on elastic foundations: a review. Progress in Structural Engineering and Materials, 7,174–182.
Winkler E (1867). Die Lehre von der Elasticitaet und Festigkeit – mit besonderer Rücksicht auf ihre Anwendung in der Technik. Für polytechnische Schulen, Bauakademien, Ingenieure, Maschinenbauer, Architekten, etc., Verlag H. Dominicus, Prag. (in German)
Yankelevsky DZ, Eisenberger M, Adin MA (1989). Analysis of beams on nonlinear winkler foundation. Computer and Structures, 31, 287-292.
