Index Catalog // ScholarsArchive@OSU

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:: through my gradate experience through a global pandemic. CONTRIBUTION OF AUTHORS Dr. Erica

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:: AN ABSTRACT OF THE THESIS OF James A. Gordon

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:: : ______________________________________________________ Erica C. Fischer The behavior of mass timber beam-to-column connections under seismic

Identifying and prioritizing research gaps for the incorporation of fires in life cycle analysis of structures: A Delphi survey of international experts

Creator:: Thorp, Tiana Noelani
Abstract:: Civil engineers are aware of the impacts of structures on the global environment but the environmental impacts of a fire within these structures remains unknown. Fires present a unique hazard as it is difficult to predict the probability of the occurrence and the intensity. Traditional methods to identify the environmental...
Resource Type:: Masters Thesis
Full Text:: the incorporation of fires in life cycle analysis of structures: A Delphi survey of international

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:: Abstract approved: _____________________________________________________ Lech Muszyński Erica C. Fischer

Exploring Civil Engineering Undergraduate and Practitioners’ Performance on Strength of Materials Concept Inventory

Creator:: Sanchez, Dominga
Abstract:: Preparing successful engineering undergraduate students for the workforce is imperative and requires students to apply their conceptual understanding of engineering fundamentals to engineering design work. Conceptual understanding is assessed through the use of concept inventories. Learning theories may help explain differences in concept inventory performance. Expert novice theory suggests that...
Resource Type:: Masters Thesis
Full Text:: : ______________________________________________________ Shane A. Brown Preparing successful engineering undergraduate students for the workforce

Dual Purpose Utilization of Titanium Alloy Bars for Impressed Current Cathodic Protection and Near Surface Mounted Retrofit in Reinforced Concrete Beams

Creator:: Slawinski, Amanda K.
Abstract:: Many older reinforced concrete bridges and buildings in the United States are considered deficient due to past design codes that are not conservative, increased loading, and deterioration of structural components. Deterioration is most commonly caused by corrosion, which reduces the steel cross sectional area and damages the concrete cross section....
Resource Type:: Masters Thesis
Full Text:: efforts are generally undertaken as separate actions. This research proposes a novel combined approach

Modular Cross Laminated Timber Structures Using Underutilized Ponderosa Pine

Creator:: Bhandari, Sujit
Abstract:: Conflicts and disasters displace millions of populations worldwide. There is a need for rapid and affordable housing to cater to the needs of the displaced and unhoused population. Experience from previous post-disaster responses shows that temporary housing should be rapidly deployable, planned for months to years, and should be environmentally...
Resource Type:: Dissertation
Full Text:: : ______________________________________________________________________________ Mariapaola Riggio Erica C. Fischer Lech Muszynski Conflicts and disasters

Seismic Performance of Retrofitted Reinforced Concrete Columns Including Soil Structure Interaction

Creator:: Parson, Lance
Abstract:: There are many existing bridges around the world that were designed without consideration for seismic effects. Many of these bridges were designed before modern earthquake engineering design standards and practices existed and thus are expected to perform poorly during strong ground shaking. Common structural deficiencies are found in their reinforced...
Resource Type:: Masters Thesis
Full Text:: , residual drift, and can lead to bridge failure. Recent research has demonstrated the effectiveness of a

Finite Element Modeling Strategies for Seismic Collapse Assessment of Non-planar Slender Reinforced Concrete Structural Wall Resisting Systems

Creator:: Mohammed, Mohammed A.
Abstract:: For mid-rise and high rise buildings, slender reinforced concrete (RC) structural walls are commonly used as the main structural elements to resist lateral applied loads in high seismically areas around the globe. These RC structural walls can provide substantial deformation capacity, stiffness, and lateral strength through the contribution of their...
Resource Type:: Dissertation
Full Text:: AN ABSTRACT OF THE DISSERTATION OF Mohammed A

ScholarsArchive@OSU

Behavior of Steel Structures in Fire Following Earthquakes

Advancements Toward the Simulation of Steel Structures in Fire Using OpenSees

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

Identifying and prioritizing research gaps for the incorporation of fires in life cycle analysis of structures: A Delphi survey of international experts

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

Exploring Civil Engineering Undergraduate and Practitioners’ Performance on Strength of Materials Concept Inventory

Dual Purpose Utilization of Titanium Alloy Bars for Impressed Current Cathodic Protection and Near Surface Mounted Retrofit in Reinforced Concrete Beams

Modular Cross Laminated Timber Structures Using Underutilized Ponderosa Pine

Seismic Performance of Retrofitted Reinforced Concrete Columns Including Soil Structure Interaction

Finite Element Modeling Strategies for Seismic Collapse Assessment of Non-planar Slender Reinforced Concrete Structural Wall Resisting Systems

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