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.
References
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[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
2023-06-22
Issue
pp. 243- 255
Section
Articles
License
Copyright © The Author(s).
This work is licensed under the Creative Commons Attribution 4.0 International CC BY 4.0.
How to Cite
Chi, T., & Dembicki, E. (2023). Optimization of the block foundations. Computer Assisted Methods in Engineering and Science, 4(2), 243-255. https://cames3.ippt.pan.pl/index.php/cames/article/view/1405
