Index Catalog // ScholarsArchive@OSU

Behavior and analysis of pile caps with poor anchorage details

Creator:: Sorentino, Anthony William
Abstract:: Pile caps are structural elements used to transmit loads from structural columns into pile groups. A pile cap is generally constructed of reinforced concrete and contains only minimal flexural reinforcing steel. Using modern design methods, the anchorage of the flexural steel may limit the design capacity of existing pile caps....
Resource Type:: Masters Thesis
Full Text:: AN ABSTRACT OF THE THESIS OF Anthony William

Structural analysis of symmetrical penstock bifurcations by the finite element method

Creator:: Shugar, T. A.
Abstract:: A need has existed for an in-depth structural analysis of penstock bifurcations because they form an integral part of hydroelectric power plants. Their geometrical complexity has prevented classical structural analysis from providing an accurate and overall picture of the stresses in the structure. Digital computers and the development of finite...
Resource Type:: Dissertation
Full Text:: AN ABSTRACT OF THE THESIS OF THEODORE ANTHONY SHUGAR for the

Irregular points in wavemaker boundary value problem

Creator:: Tanaka, Yoshihiro
Abstract:: A global solution is presented that accurately accounts for the singular behavior at all irregular points. The linearized boundary value problem in a semi-infinite strip in the physical plane is transformed into a smooth unit disk by two successive conformal mappings. The global solution results from a Fredholm integral equation...
Resource Type:: Dissertation

Shrinkage study of high performance concrete for bridge decks

Creator:: Fu, Tengfei
Abstract:: In the field of civil infrastructure, bridge desks are typically constructed using high performance concrete (HPC). Concrete bridge decks demand qualities such as low permeability, high abrasion resistance, superior durability, and long design life. Over decades of field and laboratory experience, many HPC bridge decks have been found to be...
Resource Type:: Dissertation
Full Text:: all the conference, Dr. Anthony Bentivegna, Karla Kruse, Fred Aguayo, Yi Huang and Ted Moffatt. In

Development of a Reliability-Based Framework and Empirical Models for Justifying Allowable Chloride Limits and Quantifying Critical Input Variables for Predicting the Service Life of Reinforced Concrete Structures

Creator:: Shakouri Hassanabadi, Mahmoud
Abstract:: Significant progress has been made over the past 20 years in developing models to estimate the service-life of reinforced concrete systems. The basic understandings of the mechanisms that control the transport of ions and moisture in concrete systems have been well researched and models for determining corrosion initiation, specifically chloride-induced...
Resource Type:: Dissertation

Quantification of Recycled Asphalt Pavement Blending and Tack Coat Performance to Develop Strategies to Improve Pavement Longevity

Creator:: Lewis, Sunny
Abstract:: Decreases in pavement program funding levels have encouraged paving agencies to adopt higher levels of recycled materials into their asphalt mixes. In order to fully evaluate the effects of recycled asphalt pavement (RAP) in Hot Mix Asphalt (HMA) mixes, the level of blending between the RAP and virgin binders in...
Resource Type:: Masters Thesis
Full Text:: particular, Norris Shippen, Larry Ilg, Justin Moderie, Cole Mullis, and Anthony Boesen, who participated on

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:: , Anthony, Rory, Seung hyun, Lance, and Shelby provided invaluable construction assistance and Audrey

Mass transport in laboratory water wave flumes

Creator:: Kim, Tae In
Abstract:: A complete solution, exact to second-order, for wave motion forced by a hinged-wavemaker of variable-draft is presented. A solution for a piston type wavemaker is also obtained as a special case of a hinged-wavemaker with negative infinite draft. The existing Stokes inviscid theories for mass transport is extended to include...
Resource Type:: Dissertation

Flexural steel anchorage performance at diagonal crack locations

Creator:: Triska, Mary Ann
Abstract:: Large numbers of reinforced concrete deck girder bridges that were constructed during the interstate system expansion of the 1950s have developed diagonal cracking in the stems. Compared to the present AASHTO-LRFD standards, the provisions of the 1950s allowed for higher shear stress in the concrete, thus reducing the amount of...
Resource Type:: Masters Thesis
Full Text:: assistance of my friends and co-workers: Josh Goodall, Jora Lehrman, Anthony Peressini, Scott Mersereau

ScholarsArchive@OSU

Behavior and analysis of pile caps with poor anchorage details

Structural analysis of symmetrical penstock bifurcations by the finite element method

Irregular points in wavemaker boundary value problem

Shrinkage study of high performance concrete for bridge decks

Development of a Reliability-Based Framework and Empirical Models for Justifying Allowable Chloride Limits and Quantifying Critical Input Variables for Predicting the Service Life of Reinforced Concrete Structures

Quantification of Recycled Asphalt Pavement Blending and Tack Coat Performance to Develop Strategies to Improve Pavement Longevity

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

Mass transport in laboratory water wave flumes

Flexural steel anchorage performance at diagonal crack locations

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