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Filtering by: Alternative title ssim 4-H Club Series M-34 Remove constraint Alternative title ssim: 4-H Club Series M-34 Contributor Fischer, Erica C. Remove constraint Contributor: Fischer, Erica C. Resource Type Masters Thesis Remove constraint Resource Type: Masters Thesis

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  • Advancements Toward the Simulation of Steel Structures in Fire Using OpenSees

    Creator:
    Gordon, James A.
    Abstract:
    Since the collapse of World Trade Center building number seven (WTC7), significant research has been done to understand the behavior of steel structures in fire and enable engineers to account for the behavior of steel framing systems exposed to fire during design. Despite these efforts, there are still significant barriers...
    Resource Type:
    Masters Thesis
    Full Text:
    midspan f.) VS 3 deflection at midspan g.) VS 4, deflection at midspan h.) VS 5, node U1 lateral

  • Behavior of Steel Structures in Fire Following Earthquakes

    Creator:
    Maddalozzo, Walker A.
    Abstract:
    Fire following earthquake (FFE) events are cascading hazards that have caused great damage in the past and pose a continued threat to our communities. The increased risk for fire after a seismic event stems from potential damage to utilities such as gas or fuel pipelines, which can lead to ignition....
    Resource Type:
    Masters Thesis
    Full Text:
    element (FE) program, OpenSees. The methodologies were developed through a series of validation studies

  • The Fundamental Behavior of CLT Floor-to-Wall Connections in Fire

    Creator:
    Redus, James Aaron
    Abstract:
    This thesis focuses on the fundamental behavior of CLT floor-to-wall connections during a fire. Cross-laminated timber (CLT) panelized structures rely on floor-to-wall connections for the load path and stability of the structure. Additionally, the fire performance of these connections is critical to prevent horizontal or vertical fire spread within these...
    Resource Type:
    Masters Thesis
    Full Text:
    - 245 mm (4 1/8 - 9 5/8 in.) (Karacabeyli and Gagnon 2019b). Most common panel lengths are 15 - 20 m

  • The Fundamental Behavior of Timber-Concrete Composite Floors in Fire

    Creator:
    Shephard, Annabel B.
    Abstract:
    Timber-concrete composite (TCC) floors have improved strength and stiffness when compared to timber-only floors, allowing for longer spans in buildings and improved life safety. However, North America does not have codes and standards that recognize TCC floors, particularly the improved life safety performance of these floors in fire. Therefore, alternate...
    Resource Type:
    Masters Thesis
    Full Text:
    ) performed full-scale fire tests on two TCC floors with dimensions 4 m x 3 m (13 ft x 9.8 ft) and loaded