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Filtering by: Creator Larsen, M. M. Remove constraint Creator: Larsen, M. M. Contributor Fischer, Erica C. Remove constraint Contributor: Fischer, Erica C. Degree Level Master's Remove constraint Degree Level: Master's

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  • Experimental Testing of Glue-Laminated Beam-to-Column Connections

    Creator:
    Madland, Haley
    Abstract:
    The behavior of mass timber beam-to-column connections under seismic loading is not yet well understood. Mass timber beam-to-column connections must have the ability to maintain load-carrying capacity despite the deformations that will be imposed on all components of the building during seismic events. This behavior is called deformation compatibility. The...
    Resource Type:
    Masters Thesis
    Full Text:
    connection (C1-KP-M) details (a) photo of knife plate connection on glulam column (b) details of knife

  • 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:
    “unlimited” and 26 m (85 ft), respectively. Light-frame timber construction is designated as Type III and V

  • 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

  • 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:
    load of 10 kN/m is applied to the beam. With the load sustained, the beam is heated to 1180oC

  • 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:
    .) T700D2.0b l.) T800D0.5a m.) T800D0.5b n.) T800D2.0a o.) T800D2.0b after heating and cooling

  • Simulation of Heat Transfer Through Soil for the Investigation of Wildfire Impacts on Buried Utilities

    Creator:
    Richter, Edward G.
    Abstract:
    Wildland urban interface (WUI) communities in the Western United States have recently dealt with historic and devastating wildfires year after year. The fires have cost tens of billions in damage, burned tens of thousands of structures, displaced thousands of residents, and killed over one hundred people. The 2017 Tubbs fire...
    Resource Type:
    Capstone Project
    Full Text:
    thermal diffusivity of 1.8 x 10-6 m2/s and thermal conductivity of 3.72 W/m °C. (a) Heat flux of 15 kW