Optimization of the block foundations

  • Tran Chi Gdańsk Technical University
  • Eugeniusz Dembicki Gdańsk Technical University

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.pan.pl/index.php/cames/article/view/1405>. Date accessed: 14 nov. 2024.
Citation Formats
Issue
Vol 4 No 2 (1997)
Section
Articles
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.