Now showing items 1-4 of 4

    • Experimental investigations of eccentrically hollow concrete-filled circular stainless steel tubular members under compression 

      Kuranovas, Artiomas; Gurkšnys, Kęstutis; Šaučiuvėnas, Gintas; Šapalas, Antanas; Kvedaras, Audronis Kazimieras (Steel concrete composite and hybrid structures : proceedings of the 9th International Conference on Steel Concrete Composite and Hybrid Structures (ASCCS 2009), Leeds, UK, 8-10 July 2009 / editor, Dennis Lam, 2009)
      Abstract In this article behaviour of eccentrically hollow concrete-filled circular stainless steel tubular members under compression is investigated, when load is applied eccentrically, and existing methods for determination ...
    • Stress analysis of centrifuged concrete filled steel tube elements 

      Kuranovas, Artiomas; Gurkšnys, Kęstutis; Šaučiuvėnas, Gintas; Komka, Arūnas (Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures (ASCCS 2012), 2-4 July, 2012, Singapore, 2012)
      This paper describes the complex behaviour of Hollow Concrete Filled Tubes (HCFT) with centrifuged concrete under axial load and includes both theoretical and experimental parts of stress state investigation for various ...
    • The design model for inclined screwnails in timber-concrete composite beam interconnection 

      Kavaliauskas, Saulius; Kvedaras, Audronis Kazimieras (Modern Methods and Advances in Structural Engineering and Construction : The 6th International Structural Engineering and Construction Conference (ISEC-6), Switzerland, June 21-26, 2011, 2011)
      Recently the methods of calculation of load-carrying capacity of dowel type connections are based on Johansen (1949) theory,which assumes the behavior of thematerial of connectedmembers and fastener as rigid-plastic. This ...
    • Verifying the stability of unconventional cable-stayed bridges with an innovative approach 

      Misiūnaitė, Ieva; Juozapaitis, Algirdas (New Developments in Structural Engineering and Construction: [Seventh International Structural Engineering and Construction Conference (ISEC-7), held on the campus of the University of Hawaii at Manoa, Honolulu, from June 18-23, 2013], 2013)
      The paper presents an unconventional structural scheme of cable-stayed bridge, describes its structural behavior with an approach of beam-column with an intermediate elastic restraint, referred to imperfect initial shape. ...