Index Catalog // ScholarsArchive@OSU

Wave forces on a horizontal circular cylinder near a plane boundary

Creator:: Wright, James Christopher
Resource Type:: Masters Thesis
Full Text:: Dummy Test IA . section sectio Ec 1.) Po Basin wall Figure 80 Test cylinder detail. 29 dummy

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

Relationship between residual chlorine and coliform density in water distribution systems

Creator:: Coene, Ronald Francis
Resource Type:: Masters Thesis

Nonlinear hydrodynamic response of curved singly-connected cables

Creator:: Chiou, Rueybin
Resource Type:: Dissertation

Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer

Creator:: Sopal, Gautam Jayant
Abstract:: Long-term durability of surface-bonded carbon fiber-reinforced polymer (CFRP) for shear strengthening of reinforced concrete (RC) bridge members remains uncertain due to the limited field experience with these materials. This paper provides experimental results from the testing of full-scale RC bridge girder specimens after exposure to prolonged environmental exposure and combined...
Resource Type:: Masters Thesis
Full Text:: * with an environmental-reduction factor, CE, as: *fu E fuf C f= * (ACI-440 Eqn 8-3) [1] fu EC fu

Dynamics of the nearshore wave bottom boundary layer

Creator:: Foster, Diane Lyn
Abstract:: This thesis presents an examination of the nearshore wave bottom boundary layer under conditions of significant sediment response. Using both field observations and simple models, the response of the bottom boundary layer to random waves is shown to have a complex behavior. First, the linearized wave bottom boundary layer governing...
Resource Type:: Dissertation

Evaluation of crumb rubber modified mixtures using performance based analyses

Creator:: Saxton, Robert W.
Abstract:: This study investigated the laboratory performance of crumb rubber modified mixtures compared to a standard bituminous mixture using performance based test procedures. This study was part of an asphalt resurfacing program for the Seattle Washington area. Laboratory analyses were used to estimate the long term pavement performance of these mixtures...
Resource Type:: Masters Thesis

Seasonal variations in tidal dynamics, water quality and sediments in the Alsea Estuary

Creator:: McKenzie, David Roller
Abstract:: During 1973 data was collected to analyze the seasonal variations of the tidal dynamics, water quality and sediments of the Alsea Estuary. A summary of historical information with a list of all known alterations to the estuary was made. A complete physical description, including the geographical setting and mixing classification...
Resource Type:: Masters Thesis

Predicting pore pressure response in in-situ liquefaction studies using controlled blasting

Creator:: Eller, James Michael
Abstract:: Originally used as a method to densify loose soils, controlled blasting has expanded its applicability to geotechnical engineering by becoming a research tool to physically generate liquefaction for full-scale in-situ tests, ranging from seismic performance of deep foundations to evaluating ground improvement techniques. Current methods used to design the blasting...
Resource Type:: Masters Thesis

Shear reinforcement effects of discrete columns in liquefiable soils

Creator:: Rayamajhi, Deepak
Abstract:: Discrete columns, such as stone and soil-cement columns, are often used to improve the liquefaction resistance of loose sandy ground. In particular, stone columns are considered to increase resistance potential by densification, drainage, and reinforcement mechanisms. For silty soil, the shear stress reduction resulting from the reinforcing effect of stiffer...
Resource Type:: Dissertation

ScholarsArchive@OSU

Wave forces on a horizontal circular cylinder near a plane boundary

Structural analysis of symmetrical penstock bifurcations by the finite element method

Relationship between residual chlorine and coliform density in water distribution systems

Nonlinear hydrodynamic response of curved singly-connected cables

Environmental durability of reinforced concrete deck girders strengthened with surface-bonded carbon fiber-reinforced polymer

Dynamics of the nearshore wave bottom boundary layer

Evaluation of crumb rubber modified mixtures using performance based analyses

Seasonal variations in tidal dynamics, water quality and sediments in the Alsea Estuary

Predicting pore pressure response in in-situ liquefaction studies using controlled blasting

Shear reinforcement effects of discrete columns in liquefiable soils

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