Index Catalog // ScholarsArchive@OSU

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:: ............................................ 17 2.4. Flexural beam (a) span, (b) cross section, and (c) CP bar numbers .................. 18

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:: . Armin Stuedlein, Dr. Erica Fischer, and Dr. Abigail Tomasek for their service and participation on my

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:: major professor advisor Dr. Shane Brown and my committee members Dr. Erica Fischer, Dr. Harriet

Creator:: Al-Sakin, Yasmeen
Abstract:: Pile caps are structural elements used to transfer loads from columns to a group of piles, which transfer them to stronger soil layers. Pile cap with horizontal distance between the column and piles less than twice its effective depth is categorized as "deep," where significant nonlinear strain distribution occurs through...
Resource Type:: Dissertation
Full Text:: . Erica Fischer, Dr. Judy Liu, and Dr. Michael Scott. My gratitude to the Higher Committee for

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:: . Judy Liu, Dr. Erica Fischer, and Dr. Wade Marcum for serving as my committee members and for the

ScholarsArchive@OSU