Optimization of the block foundations
Abstract
Optimization of shape and size of foundation should consider the type of loading, numerous geotechnical and geological parameters as well as various safety and economic criteria. Dimensioning depends on various, often controversial, conditions and involves many uncertainties. Therefore we search compromise solutions using nondeterministic analysis based on mathematical logic. In our solution we use computer simulations and results of reliability theory.
Keywords
References
[1] A. Charnes, W.W. Cooper. Chance constrained programming. Mgmt Sci., 6: 73-79, 1959.[2] C.L. Hwang, A.S.M. Masud. Multiple objective decision making - Method and Applications. Springer, Berlin, 1979.
[3] D.M. Frangopol. Computer automated sensitivity analysis in reliability-based plastic design. Comput. Struct., 22: 63-75, 1986.
[4] D.C. Dlesk, J.S. Liebman. Multiple objective engineering design. Engng. Optimization, 6: 161-175, 1983.
[5] E. Dembicki, A. Tejchman. Wybrane zagadnienia fundamentowania budowli hydrotechnicznych. PWN Warszawa - Poznań, 1981.
Published
Jun 22, 2023
How to Cite
CHI, Tran; DEMBICKI, Eugeniusz.
Optimization of the block foundations.
Computer Assisted Methods in Engineering and Science, [S.l.], v. 4, n. 2, p. 243- 255, june 2023.
ISSN 2956-5839.
Available at: <https://cames.ippt.gov.pl/index.php/cames/article/view/1405>. Date accessed: 13 nov. 2024.
Issue
Section
Articles
This work is licensed under a Creative Commons Attribution 4.0 International License.