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Zbigniew Stachura ORCID

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. Giżejowski, Marian / Stachura, Zbigniew (2017): A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members. In: Civil and Environmental Engineering Reports, v. 25, n. 2 (June 2017).

    https://doi.org/10.1515/ceer-2017-0022

  2. Stachura, Zbigniew / Giżejowski, Marian (2015): Partial Factors in Modelling of Steel Structures Reliability According to Eurocodes / Współczynniki Częściowe W Eurokodowym Modelu Niezawodności Konstrukcji Stalowych. In: Civil and Environmental Engineering Reports, v. 16, n. 1 (March 2015).

    https://doi.org/10.1515/ceer-2015-0015

  3. Gizejowski, Marian A. / Kozlowski, Aleksander / Stachura, Zbigniew (2021): Experimental investigations of the flexural‐torsional buckling resistance: Steel rolled I‐section beam‐columns under moment gradient. In: ce/papers, v. 4, n. 2-4 (September 2021).

    https://doi.org/10.1002/cepa.1529

  4. Giżejowski, Marian / Stachura, Zbigniew (2014): Partial resistance factors of class 4 steel elements. In: Budownictwo i Architektura, v. 13, n. 3 (September 2014).

    https://doi.org/10.35784/bud-arch.1824

  5. Giżejowski, Marian / Stachura, Zbigniew (2013): Partial factors for cross-section resistance of elements in steel structures. In: Budownictwo i Architektura, v. 12, n. 2 (June 2013).

    https://doi.org/10.35784/bud-arch.2134

  6. Giżejowski, Marian / Szczerba, Radosław / Gajewski, Marcin / Stachura, Zbigniew (2019): Buckling Resistance Criteria of Prismatic Beams Under Biaxial Moment Gradient. In: International Journal of Steel Structures, v. 19, n. 2 ( 2019).

    https://doi.org/10.1007/s13296-018-0143-6

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