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Search results for: TRUSS GIRDER

  • Trusts & Trustees

    Journals

    ISSN: 1363-1780 , eISSN: 1752-2110

  • Trust-IT - a framework for trust cases

    Publication

    - Year 2007

    Artykul prezentuje wyniki uzyskane w ramach prac zmierzających do wytworzenia zintegrowanego srodowiska wspomagającego analizę zaufania do systemów i infrastruktur informatycznych. Elementy tego środowiska obejmują język i metodykę trorzenia i pielęgnacji dowodów zaufania (ang. trust case), mtode integrowania z nimi materiału dowodowego, narzędzia wspomagajace zarządzanie dowodami zaufania oraz scenariusze ich wykorzystania w różnych...

  • Trust Case: justifying trust in an IT solution

    Publication

    - Year 2005

    W artykule prezentujemy podejście wykorzystane przy budowie dowodu zaufania (ang. trust case) do DRIVE, infrastruktury informatycznej wspomagającej dystrybucję i podawanie leków. Cele DRIVE obejmowały bezpieczniejszą i mniej kosztowną dystrybucję leków. Dowód zaufania reprezentuje argumentację przemawiającą za tym, że DRIVE jest godne zaufania. Składa się on z żądań (ang. claims) postulujących pewne związane z zaufaniem własności...

  • Stability of an imperfect truss loaded by wind

    Publication

    - Engineering Transactions - Year 2016

    The present paper is devoted to the numerical research of stability of a truss loaded by wind and stiffened by elastic supports located at the top chord. The lateral braces or lateral and torsional braces were taken into account. In this paper, the linear buckling analysis re- sults for the beam and shell model were presented. Two different shapes of initial geometric imperfections were considered in the non-linear static analysis...

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  • STABILITY ANALYSIS OF A TRUSS WITH SLOPING ELASTIC BRACES

    Publication

    - Year 2014

    Steel trusses have a much greater strength and stiffness in their plane than out of their plane, and therefore should be braced against lateral deflection and twisting. Such elements like purlins apart from bearing vertical load are part of bracing that stabilize roof trusses against distortional buckling. The stability of trusses with elastic bracing was investigated in an experimental research. Braces situated at some angle measured...

  • 3D buckling analysis of a truss with horizontal braces

    Publication

    - Year 2012

    The present research is devoted to the study of out-of-plane buckling of a truss with horizontal braces. The truss is a model of real roof truss scaled by factor ¼. A linear buckling and a non-linear analysis with geometric and material nonlinearity were carried out. The truss buckling and limit load for different stiffnesses and number of braces are found. Numerical analysis are verified by experiment. Threshold bracing stiffness...

  • ANALYSIS OF BRACE STIFFNESS INFLUENCE ON STABILITY OF THE TRUSS

    Publication

    - International Journal of Applied Mechanics and Engineering - Year 2015

    The paper is devoted to the numerical and experimental research of stability of a truss with side elastic supports at the top chord. The structure is a model of a real roof truss scaled by factor ¼. The linear buckling analysis and non-linear static analysis were carried out. The buckling length factor for the compressed top chord was calculated and the limit load for the imperfect truss shell model with respect to brace stiffness...

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  • TRUSS JOINT WITH POSITIVE ECCENTRICITY EXPERIMENTAL RESEARCH

    Publication

    - Civil and Environmental Engineering Reports - Year 2017

    Due to the technological reasons in modern lightweight steel trusses, fabricated from cold- formed sections, positive eccentricities appear in the truss nodes what induce additional forces in the truss chords. To account for the real load-carrying capacity of truss node area the steel structure research in scale 1:1 were conducted. The experiments consisted of two parts: preliminary and proper one, when conclusions from...

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  • 3D Buckling Analysis of a Truss with Horizontal Braces

    Publication

    - Mechanics and Mechanical Engineering - Year 2013

    The present research is devoted to the study of out–of–plane buckling of a truss with horizontal braces. The truss is a model of real roof truss scaled by factor 1=4. A linear buckling and a non–linear analysis with geometric and material non–linearity were carried out. The truss buckling and limit load for different stiffnesses and number of braces are found. Numerical analysis are verified by experiment. Threshold bracing stiffness condition...

    Full text available to download

  • The validation process of truss model with joint eccentricities

    Publication

    - Year 2018

    Nowadays, due to the technological reasons in modern lightweight steel trusses, fabricated from cold-formed sections, positive eccentricities appear in the truss nodes, to induce additional forces truss chords. In order to account for the real load-carrying capacity of truss node area the steel structure research was conducted in scale 1:1. As a result of experimental research, the forms of deformation and strains of the walls...