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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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B. B. Budkowska

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

Budkowska, B. B. / Szymczak, C. (1992): Sensitivity Analysis of Thin‐Walled I‐Beams Resting on Elastic Foundation. Dans: Journal of Engineering Mechanics (ASCE), v. 118, n. 6 (juin 1992).
https://doi.org/10.1061/(asce)0733-9399(1992)118:6(1239)
Budkowska, B. B. / Szymczak, C. (1995): The analysis of an axially loaded pile with account for its varying length. Dans: Computers & Structures, v. 54, n. 6 (mars 1995).
https://doi.org/10.1016/0045-7949(94)00390-o
Budkowska, B. B. / Szymczak, C. (1995): On first variation of extremum values of displacements and internal forces of laterally loaded piles. Dans: Computers & Structures, v. 57, n. 2 (octobre 1995).
https://doi.org/10.1016/0045-7949(94)00608-6
Budkowska, B. B. / Szymczak, C. (1997): Initial post-buckling behavior of piles partially embedded in soil. Dans: Computers & Structures, v. 62, n. 5 (mars 1997).
https://doi.org/10.1016/s0045-7949(96)00302-1
Budkowska, B. B. / Szymczak, C. (1996): Partially embedded piles subjected to critical buckling load—Sensitivity analysis. Dans: Computers & Structures, v. 61, n. 1 (août 1996).
https://doi.org/10.1016/0045-7949(96)00030-2
Budkowska, B. B. / Fu, Q. (1991): Analytical determination of the optimal strain and stress points for the displacement model of the finite element method. Dans: Computers & Structures, v. 41, n. 5 (janvier 1991).
https://doi.org/10.1016/0045-7949(91)90286-u
Budkowska, B. B. / Szymczak, C. (1994): Effect of varying length of pile undergoing torsion. Dans: Computers & Structures, v. 52, n. 5 (septembre 1994).
https://doi.org/10.1016/0045-7949(94)90078-7
Budkowska, B. B. / Szymczak, C. (1993): Sensitivity analysis of piles undergoing torsion. Dans: Computers & Structures, v. 48, n. 5 (septembre 1993).
https://doi.org/10.1016/0045-7949(93)90504-7

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