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B. B. Budkowska

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Budkowska, B. B. / Szymczak, C. (1992): Sensitivity Analysis of Thin‐Walled I‐Beams Resting on Elastic Foundation. In: Journal of Engineering Mechanics (ASCE), v. 118, n. 6 (June 1992).

    https://doi.org/10.1061/(asce)0733-9399(1992)118:6(1239)

  2. Budkowska, B. B. / Szymczak, C. (1995): The analysis of an axially loaded pile with account for its varying length. In: Computers & Structures, v. 54, n. 6 (March 1995).

    https://doi.org/10.1016/0045-7949(94)00390-o

  3. Budkowska, B. B. / Szymczak, C. (1995): On first variation of extremum values of displacements and internal forces of laterally loaded piles. In: Computers & Structures, v. 57, n. 2 (October 1995).

    https://doi.org/10.1016/0045-7949(94)00608-6

  4. Budkowska, B. B. / Szymczak, C. (1997): Initial post-buckling behavior of piles partially embedded in soil. In: Computers & Structures, v. 62, n. 5 (March 1997).

    https://doi.org/10.1016/s0045-7949(96)00302-1

  5. Budkowska, B. B. / Szymczak, C. (1996): Partially embedded piles subjected to critical buckling load—Sensitivity analysis. In: Computers & Structures, v. 61, n. 1 (August 1996).

    https://doi.org/10.1016/0045-7949(96)00030-2

  6. Budkowska, B. B. / Fu, Q. (1991): Analytical determination of the optimal strain and stress points for the displacement model of the finite element method. In: Computers & Structures, v. 41, n. 5 (January 1991).

    https://doi.org/10.1016/0045-7949(91)90286-u

  7. Budkowska, B. B. / Szymczak, C. (1994): Effect of varying length of pile undergoing torsion. In: Computers & Structures, v. 52, n. 5 (September 1994).

    https://doi.org/10.1016/0045-7949(94)90078-7

  8. Budkowska, B. B. / Szymczak, C. (1993): Sensitivity analysis of piles undergoing torsion. In: Computers & Structures, v. 48, n. 5 (September 1993).

    https://doi.org/10.1016/0045-7949(93)90504-7

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