Index Catalog // ScholarsArchive@OSU

A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length

Creator:: Martin, Glen Leroy
Resource Type:: Masters Thesis
Full Text:: . 'C =0 3 FIGURE 5 N vs. KA p = 50 e=6 400 e=20°. e-o° 0.1 1 1.0 N 3 2 1 1 - 2 eo0 e

Subbase design criteria for secondary roads

Creator:: Olson, Bertel Orlando
Resource Type:: Masters Thesis
Full Text:: in subbase deficiencies. N 0M E FIG LATUR i: P VE M E NT SUBBASE SUBGRCE We could, perhaps

Investigation of the effects of skewed contraction joints on concrete roadway slabs

Creator:: Matthias, Judson Stillman
Resource Type:: Masters Thesis
Full Text:: design. Proceedings of the Highway Research Board 1927. > p. 177 - 181. 18. Yoder, E. J. Principles of

The influence of the level of illumination on the effectiveness of highway signs

Creator:: Ozols, Vitauts
Resource Type:: Masters Thesis
Full Text:: criticism, I am indebted to Professor Martin P Coopey. I am indebted to Professor Glenn W. Holcomb for

Laboratory investigation of the mechanics of raveling soils

Creator:: Saunders, George P.
Abstract:: Oregon's forestry industry has and will continue to be a vital component of Oregon's economy, with twenty-two percent of Oregon's 1986 gross state product and thirty-nine percent of Oregon's 1986 gross manufacturing product related the forestry goods. An integral component to proper management of Oregon's forestry lands is Sustaining the...
Resource Type:: Masters Thesis

Numerical Characterization and Modeling Uncertainty of Frame-Spine and Frame-Spine-FLC Full-Scale Specimens Tested at E-Defense Shake-Table

Creator:: Astudillo, Bryam
Abstract:: The characterization of the seismic performance of structures relies on numerical simulations. However, estimates of seismic response are subject to various sources of uncertainty, including modeling uncertainty. This research estimated the response of two full-scale structural specimens composed of a moment resisting frame, elastic spines, and force-limiting connections (FLC), which...
Resource Type:: Masters Thesis
Full Text:: -Scale Specimens Tested at E-Defense Shake-Table. Abstract approved

Effects of pressure and deposit thickness on the stabilization rate of benthic marine sludge deposits

Creator:: Muellenhoff, W. P.
Abstract:: The biochemical degradation of domestic sludge deposits exposed to benthic marine conditions was investigated using a laboratory Deep Sea Simulator. The rate and extent of deposit stabilization were determined for select hydrostatic pressures and hydrogen acceptor conditions by monitoring depletion of particulate organic carbon in 2.0 and 3.0 centimeter deposits....
Resource Type:: Dissertation
Full Text:: /1) K, k = the oxidation rate constant, base e and base 10, respectively (day-1). 5 Rudolfs

In-plane Creep Behavior of Cross-laminated Timber and Mass Plywood Panels: A Methodology to Evaluate the Long-term Performance of Post-Tensioned Mass Timber Walls

Creator:: Longman, Ryan P.
Abstract:: Post-tensioned (PT) self-centering shear walls were designed to reduce structural damage from seismic activity. However, these lateral force resistant systems experience post-tension loss negatively affecting the re-centering capability due to delayed deformations experienced by engineered wood products over time. The long-term mechanical response of mass-timber panels to in-plane PT loads...
Resource Type:: Masters Thesis
Full Text:: AN ABSTRACT OF THE THESIS OF Ryan P

Light-frame versus timber frame : a study in quantifying the differences

Creator:: Malone, Brian P.
Abstract:: The objective of this study was to compare light wood framing and traditional timber framing quantitatively through environmental impact assessment and load path analysis. This research was inspired by a traditional timber frame structure constructed in Vermont in 2011, and the design of structures considered within reflect the general characteristics...
Resource Type:: Masters Thesis
Full Text:: AN ABSTRACT OF THE THESIS OF Brian P. Malone for the degree of Master of Science in Wood Science

Evaluating climate change induced coastal flood impacts to San Diego Bay Naval Infrastructure - a hybrid statistical dynamical modeling approach

Creator:: Anderson, Tyler P.
Abstract:: This study utilizes probabilistic surrogate modeling techniques around San Diego Bay with an emphasis on naval infrastructure and operations to evaluate the impact of five global mean sea level rise scenarios (GMSLR). Spatially continuous total water levels (TWLs) are combined with a digital elevation model (DEM) of the region to...
Resource Type:: Capstone Project
Full Text:: AN ABSTRACT OF THE TECHNICAL REPORT OF Tyler P

ScholarsArchive@OSU

A general solution for active and passive pressures on a vertical plane in a sloping earth mass of infinite length

Subbase design criteria for secondary roads

Investigation of the effects of skewed contraction joints on concrete roadway slabs

The influence of the level of illumination on the effectiveness of highway signs

Laboratory investigation of the mechanics of raveling soils

Numerical Characterization and Modeling Uncertainty of Frame-Spine and Frame-Spine-FLC Full-Scale Specimens Tested at E-Defense Shake-Table

Effects of pressure and deposit thickness on the stabilization rate of benthic marine sludge deposits

In-plane Creep Behavior of Cross-laminated Timber and Mass Plywood Panels: A Methodology to Evaluate the Long-term Performance of Post-Tensioned Mass Timber Walls

Light-frame versus timber frame : a study in quantifying the differences

Evaluating climate change induced coastal flood impacts to San Diego Bay Naval Infrastructure - a hybrid statistical dynamical modeling approach

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