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Antanas Kudzys

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Kudzys, Antanas / Papinigis, Vytautas / Popov, Vladimir (1991): Reliance on tensile strength for cast-in-situ wall-to-wall joints. Vorgetragen bei: IABSE Colloquium: Structural Concrete, Stuttgart, Germany, 1991.

    https://doi.org/10.5169/seals-47720

  2. Kudzys, Antanas / Kudzys, Algirdas (2009): On the member reliability of wind force-resisting steel frames designed by EN and ASCE rules of load combinations. In: Wind & Structures, v. 12, n. 5 (September 2009).

    https://doi.org/10.12989/was.2009.12.5.425

  3. Kudzys, Antanas (2000): Profesoriaus habil. dr. Vytauto J. Stauskio monografija „MUZIKOS SALIŲ AKUSTIKA" (Vilnius: Technika, 1999. 412 p.). In: Statyba = Building Construction = Строительство, v. 6, n. 1 (Januar 2000).

    https://doi.org/10.1080/13921525.2000.10531602

  4. Kudzys, Antanas / Kliukas, Romualdas (2010): Probability-based Design of Spun Concrete Beam-columns. In: Journal of Civil Engineering and Management, v. 16, n. 4 (Dezember 2010).

    https://doi.org/10.3846/jcem.2010.51

  5. Kudzys, Antanas / Lukoševičienė, Ona / Baltrukėnaitė-Kroškienė, Inga (2010): Structural Safety of Rolled and Welded Beams Subjected To Lateral-torsional Buckling. In: Journal of Civil Engineering and Management, v. 16, n. 2 (Juni 2010).

    https://doi.org/10.3846/jcem.2010.18

  6. Kliukas, Romualdas / Kudzys, Antanas / Vadlūga, Romualdas (2010): The Quasi-ductile Resistance of Compressed Spun Concrete Beam-columns. In: Journal of Civil Engineering and Management, v. 16, n. 2 (Juni 2010).

    https://doi.org/10.3846/jcem.2010.20

  7. Kudzys, Algirdas / Kliukas, Romualdas / Kudzys, Antanas (2007): On Design Features of Propped and Unpropped Hyperstatic Structures. In: Journal of Civil Engineering and Management, v. 13, n. 2 (Juni 2007).

    https://doi.org/10.3846/13923730.2007.9636428

  8. Kliukas, Romualdas / Kudzys, Antanas (2004): Probabilistic Durability Prediction of Existing Building Elements. In: Journal of Civil Engineering and Management, v. 10, n. 2 (Juni 2004).

    https://doi.org/10.3846/13923730.2004.9636294

  9. Kudzys, Antanas / Kliukas, Romualdas (2009): The Limit State Design of Spun Concrete Columns Using Load Combinations Recommended By En 1990 and Asce/Sei 7–05. In: Journal of Civil Engineering and Management, v. 15, n. 3 (Juni 2009).

    https://doi.org/10.3846/1392-3730.2009.15.289-297

  10. Kvedaras, Audronis K. / Kudzys, Antanas (2006): The structural safety of hollow concrete-filled circular steel members. In: Journal of Constructional Steel Research, v. 62, n. 11 (November 2006).

    https://doi.org/10.1016/j.jcsr.2006.06.006

  11. Kudzys, Antanas (2006): The structural safety of connections with fillet welds. In: Journal of Constructional Steel Research, v. 62, n. 12 (Dezember 2006).

    https://doi.org/10.1016/j.jcsr.2006.04.017

  12. Kudzys, Antanas / Kliukas, Romualdas / Vadlūga, Romualdas (2005): On Reliability of Spun RC Poles for Power Lines under Extreme Actions. Vorgetragen bei: IABSE Symposium: Structures and Extreme Events, Lisbon, Portugal, 14-17 September 2005.

    https://doi.org/10.2749/222137805796270478

  13. Kudzys, Antanas / Kliukas, Romualdas (2008): The resistance of compressed spun concrete members reinforced by high-strength steel bars. In: Materials and Structures, v. 41, n. 2 (März 2008).

    https://doi.org/10.1617/s11527-007-9255-8

  14. Kudzys, Antanas (2006): Safety of power transmission line structures under wind and ice storms. In: Engineering Structures, v. 28, n. 5 (April 2006).

    https://doi.org/10.1016/j.engstruct.2005.09.026

  15. Kudzys, Antanas / Kliukas, Romualdas (2010): Precast Spun Concrete Piers of Road Bridges and Their Probability-Based Design. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.

    https://doi.org/10.2749/222137810796025087

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