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Kȩstutis Urbonas

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. Sližytė, Danutė / Šalna, Remigijus / Urbonas, Kȩstutis (2024): Statistical Evaluation of Sleeve Friction to Cone Resistance Ratio in Coarse-Grained Soils. In: Buildings, v. 14, n. 3 (21 February 2024).

    https://doi.org/10.3390/buildings14030745

  2. Urbonas, Kȩstutis / Sližytė, Danutė / Šapalas, Antanas (2021): The Engineering Method for Unifying Ground Floor Slab Settlements. In: Engineering Structures and Technologies, v. 12, n. 2 (26 January 2021).

    https://doi.org/10.3846/est.2020.14555

  3. Venslavavičiūtė, Raminta / Urbonas, Kȩstutis / Šapalas, Vaidotas (2020): Analysis of Second-Order Effects Evaluation of Steel Frames Behaviour. In: Engineering Structures and Technologies, v. 12, n. 1 (9 September 2020).

    https://doi.org/10.3846/est.2020.13400

  4. Urbonas, Kȩstutis / Sližytė, Danutė / Mackevičius, Rimantas (2016): Influence of the Pile Stiffness on the Ground Slab Behaviour. In: Journal of Civil Engineering and Management, v. 22, n. 5 (May 2016).

    https://doi.org/10.3846/13923730.2016.1176597

  5. Daniūnas, Alfonsas / Urbonas, Kȩstutis (2013): Influence of the Column Web Panel Behaviour on the Characteristics of A Beam-to-column Joint. In: Journal of Civil Engineering and Management, v. 19, n. 2 (April 2013).

    https://doi.org/10.3846/13923730.2013.776628

  6. Daniūnas, Alfonsas / Urbonas, Kȩstutis (2010): Influence of the Semi-rigid Bolted Steel Joints on the Frame Behaviour. In: Journal of Civil Engineering and Management, v. 16, n. 2 (June 2010).

    https://doi.org/10.3846/jcem.2010.27

  7. Urbonas, Kȩstutis / Daniūnas, Alfonsas (2005): Component Method Extension To Steel Beam-to-beam and Beam-to-column Knee Joints Under Bending and Axial Forces. In: Journal of Civil Engineering and Management, v. 11, n. 3 (September 2005).

    https://doi.org/10.3846/13923730.2005.9636353

  8. Urbonas, Kȩstutis / Daniūnas, Alfonsas (2003): Numerical Tests of Steel Beam-to-column Semi-rigid Connections. In: Journal of Civil Engineering and Management, v. 9, n. 4 (December 2003).

    https://doi.org/10.3846/13923730.2003.10531342

  9. Urbonas, Kȩstutis / Daniūnas, Alfonsas (2013): Infulence of the Collumn Web Panel Behaviour to the Characteristics of Beam-to-column Joint / Kolonos Sieneles Elgsenos Poveikis Sijos-kolonos Mazgo Lenkiamosios Galios Ir Standžio Rodikliams. In: Engineering Structures and Technologies, v. 4, n. 4 (January 2013).

    https://doi.org/10.3846/2029882x.2012.753682

  10. Urbonas, Kȩstutis / Daniūnas, Alfonsas (2006): Behaviour of semi-rigid steel beam-to-beam joints under bending and axial forces. In: Journal of Constructional Steel Research, v. 62, n. 12 (December 2006).

    https://doi.org/10.1016/j.jcsr.2006.04.024

  11. Daniūnas, Alfonsas / Urbonas, Kȩstutis (2008): Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces. In: Engineering Structures, v. 30, n. 11 (November 2008).

    https://doi.org/10.1016/j.engstruct.2008.04.027

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