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Showing 1 to 5 of 5 for “"glued laminated timber"”.

  1. Structural Assessment of Glued-Laminated Timber Columns Subjected to Real Fires

    … and post-fire structural integrity of glued-laminated (glulam) columns when exposed to real fires. The primary objective of the Mass Timber Demonstration Fire Test Program (MTDFTP) in Ottawa was to conduct large-scale fire tests to explore construction fire safety, fire behavior in open …

    carleton Repository record for Structural Assessment of Glued-Laminated Timber Columns Subjected to Real Fires (opens in a new tab)

  2. Fite Fuaite

    … together. Specifically integrates new glued-laminated timber frame structure in contrast to existing concrete walls, testing a general case for the potential power of interventions and adaptive reuse to be a means to a rebirth and retelling of the stories of existing buildings.

    vt Repository record for Fite Fuaite (opens in a new tab)

  3. Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck

    … deck. In addition, the AASHTO LDF equations for glued laminated timber decks on steel stringers provide good estimations of LDFs for FRP-deck-on-steel-girder bridges. The lever rule can be used as an appropriately conservative design method to predict the LDFs of FRP-deck-on-steel-girder bridges.

    vt Repository record for Testing and Analysis of a Fiber-Reinforced Polymer (FRP) Bridge Deck (opens in a new tab)

  4. Geometrically nonlinear finite element analysis of a glulam timber dome

    … and geometrically nonlinear static analysis of glued-laminated timber domes is presented. The modeling and analysis guidelines include: the generation of the geometry, the selection of finite elements to model the components of a dome (beams, purlins, connections, and tension ring), the …

    vt Repository record for Geometrically nonlinear finite element analysis of a glulam timber dome (opens in a new tab)

  5. Pavilon botanické zahrady v Brně

    Předmětem diplomové práce je návrh a posouzení nosné konstrukce botanického pavilonu v Brně. Konstrukce má eliptický půdorys o rozměrech 34 x 20 m, výška 9 m. Nosnou konstrukci tvoří 16 zakřivených nosných žeber, které jsou v horní části zapřené o eliptický ocelový prstenec. Mezi žebry jsou vloženy …

    brno-tech Repository record for Pavilon botanické zahrady v Brně (opens in a new tab)