Effects of soil-structure interaction on the analysis of cylindrical tanks

Practice Periodical on Structural Design and Construction

Volumn 11, Issue 1, 2006, Pages 50-57

  El Mezaini, Nasreddin ^a  

^a ISLAMIC UNIVERSITY OF GAZA   (Palestine)

Author keywords

Differential settlement; Elastic foundations; Soil structure interaction; Structural design; Water tanks

Indexed keywords

CONICAL BASES; CYLINDRICAL TANKS; DIFFERENTIAL SETTLEMENT; ELASTIC FOUNDATIONS;

CONCRETES; ELASTICITY; FINITE ELEMENT METHOD; SEWAGE TREATMENT PLANTS; STRUCTURAL DESIGN; WATER TANKS;

SOIL STRUCTURE INTERACTIONS;

EID: 30844451017     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2006)11:1(50)     Document Type: Article

References (8)

1. American Concrete Institute (ACI). (2002). " Code requirement for environmental engineering concrete structures, and commentary.. " Report by ACI Committee 350, ACI-350-01, Detroit.
2. Canadian Prestressed Concrete Institute (CPCI). (1996). Precast and prestressed concrete, design manual, 3rd Ed., Ottawa, 2-18.
3. Cheung, Y. K., and Zienkiewicz, O. C. (1965). " Plates and tanks on elastic foundations-An application of the finite element method.. " Int. J. Solids Struct., 1, 451-461.
4. Ghali, A. (2000). Circular storage tanks and silos, 2nd Ed., E & FN Spon, N.Y.
5. Kukreti, A., and Siddiqi, Z. (1997). " Analysis of fluid storage tanks including foundation-superstructure interaction using quadrature method.. " Appl. Math. Model., 21, 193-205.
6. Portland Cement Association (PCA). (1993). Circular concrete tanks without prestressing, PCA, Skokie, Ill.
7. Selvadurai, A. P. S. (1979). " The interaction between a uniformly loaded circular plate and isotropic elastic half-space: A variational approach.. " J. Struct. Mech., 7, 231-246.
8. Wilson, E. L., and Habibullah, A. (2003). " Structural Analysis Program SAP2000.. " Users manual, Computers and Structures, Inc., Berkeley, Calif.