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DYNAMIC ANALYSIS OF ABOVEGROUND STEEL STORAGE TANKS OVER STIFF SOIL
Faculty
Engineering
Year:
2022
Type of Publication:
ZU Hosted
Pages:
pages 44-50
Authors:
Ahmed Mohamed Abdelbaset
Staff Zu Site
Abstract In Staff Site
Journal:
Soil Mechanics and Foundation Engineering springer
Volume:
volume 59
Keywords :
DYNAMIC ANALYSIS , ABOVEGROUND STEEL STORAGE TANKS OVER
Abstract:
In this paper, open top steel oil storage tanks resting on stiff clay soil are studied using both API650- 2014 procedures and numerical FEM simulation using ADINA-2017 software. Aboveground unanchored tanks with different aspect ratios are numerically studied and analyzed, and the results are compared with API-650 procedures. The main result of this research is that the soil under the tank has an enormous effect on the behavior of the tanks in both static and dynamic stages especially on hydrostatic pressure of fluid and hoop stresses. It is also indicated that API-650 has some shortcomings especially in representing the soil under the tanks and in estimating sloshing height magnitude. For these reasons, code guidelines need more investigations in some specific cases
Author Related Publications
Ahmed Mohamed Abdelbaset, "Soft Clay Treatment Using Portland Cement and Hydrated Lime", The Egyptian International Journal of Engineering Sciences and Technology, 2016
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Ahmed Mohamed Abdelbaset, "Mechanical properties stabilization of low plasticity Kaolin soil using fly ash and hydrated lime", Elsevier Inc, 2024
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Ahmed Mohamed Abdelbaset, "Analysis of above-ground steel storage tanks resting over piles or stone columns", Gruppo italiano frattura, 2021
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Ahmed Mohamed Abdelbaset, "Improvement of consolidation settlement beneath square footings using uncased and encased stone columns", ELSEVIER, 2023
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Ahmed Mohamed Abdelbaset, "Computer simulation for the seismic behaviour of bridge expansion joints enhanced with SMA: Case study", ELSEVIER, 2023
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Department Related Publications
Elsayed saad Abdelsalam Salman, "S. Abdel Salam, A. Akl, O. Shallan, “DYNAMIC ANALYSIS OF TUNNEL”, Proceedings of the International Congress on Tunneling and ground Conditions, 3-7 April 1994, national Authority for Tunnels, Cairo, Egypt.", Proceedings of the International Congress on Tunneling and ground Conditions national Authority for Tunnels, Cairo, Egypt., 1994
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam and M. Mashhour, “EFFECT OF FOOTING DIMENSIONS ON THE CONTACT PRESSURE AND INTERNAL STRESSES FOR A STRIP FOOTING” 24 Journal of Egyptian Society of Engineers, No.1, Vol.:P9-14,", 24 Journal of Egyptian Society of Engineers, No.1, Vol.:P9-14,, 1985
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Elsayed saad Abdelsalam Salman, "S. Abdel Salam, H.O. Soliman, O. Shallan, and Alaa M. Saad “SENSITIVITY ANALYSIS OF GEOMETRIC NON-LINEAR PARAMETERS ON CABLE–STAYED BRIDGES”11th Internal. Colloquium On Structural and Geot Eng. 17-19 May 2005 , Ain Shams Univ. , Cairo , Eg", S. Abdel Salam, H.O. Soliman, O. Shallan, and Alaa M. Saad “SENSITIVITY ANALYSIS OF GEOMETRIC NON-LINEAR PARAMETERS ON CABLE–STAYED BRIDGES”11th Inte, 2005
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Elsayed saad Abdelsalam Salman, "A. Elshihy, H. Shihab , S. Abdel Salam, M. Saleeb, “ SHORT-TERM AND LONG-TERM DEFLECTIONS OF FULLY COMPOSITE STEEL-CONCRETE BEAMS”, Proceedings of 8th Arab Structural Engg. Conference, Cairo University, Cairo Egypt, October, 2000.", Proceedings of 8th Arab Structural Engg. Conference, Cairo University, Cairo Egypt, 2000
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Mohammed Reda Ali Elewa, "Behavior of steel I-beam embedded in normal and steel fiber reinforced concrete incorporating demountable bolted connectors", Elsevier, 2019
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