Index Catalog // ScholarsArchive@OSU

Modeling and Finite Element Analysis of a Standard Concrete Canoe

Creator:: Stache, Stephanie S.
Abstract:: This thesis project provides a guiding framework for the structural analysis portion of the National Concrete Canoe Competition (NCCC). Step-by-step instructions on how to 3-dimensionally model a “standard” sized concrete canoe in AutoCAD Civil 3D, import the model into SAP2000, and proceed to analyze the canoe with the SAP2000 finite...
Resource Type:: Honors College Thesis
Full Text:: : Thomas Miller This thesis project provides a guiding framework for the structural analysis portion

A study on the oxidation of sulfides in estuarine waters

Creator:: Korpalski, Thomas Paul
Abstract:: Waters of various salinities were secured from the Umpqua estuary, the Umpqua River, and the open ocean near the mouth of the estuary. The rate of oxidation of sulfides in these various waters was investigated to assess the potential longevity of free sulfides in estuarine waters. The rate of disappearance...
Resource Type:: Masters Thesis
Full Text:: water. Redacted for privacy A Study on the Oxidation of Suluides in Estuarine Waters by Thomas

Common Factors that Affect Aesthetics in Bridge Design

Creator:: Coe, Jennifer J.
Abstract:: Aesthetics should be emphasized as much as possible in a design project without exceeding scope, budget, or schedule to satisfy the stakeholders involved. There is a rising trend of increased emphasis on aesthetics. This trend of using various techniques to help structures blend in or contribute to the surrounding environment...
Resource Type:: Honors College Thesis
Full Text:: : _____________________________________________ Dr. Thomas Miller Aesthetics should be

Creep characteristics of a light-weight aggregate concrete

Creator:: Nathanson, Stephen Hayward
Resource Type:: Masters Thesis
Full Text:: Creep characteristics of a light-weight aggregate concrete

Load Path Investigation in a Light-Frame Wood House with Complex Geometry

Creator:: Holman, Justin D.
Abstract:: The objective of this study was to investigate load paths in an existing light-frame wood structure with complex geometry, using previously established computer modeling methods. The structural model is derived from an existing, multi-level residence located in Corvallis, Oregon. For the purpose of this study, the existing structure was simplified...
Resource Type:: Masters Thesis
Full Text:: September 20, 2019 Title: Load Path Investigation in a Light-Frame Wood House with Complex Geometry

Development of a seismic rehabilitation master plan for the Oregon State University campus

Creator:: Trautwein, Steven R.
Abstract:: The recent increase in awareness of the seismic hazards in Oregon has led to a concern regarding the safety of Oregon State University buildings. While the decision has been made to initiate the seismic rehabilitation of campus facilities, the question of which buildings pose the greatest hazards, and are therefore...
Resource Type:: Masters Thesis

A review of research on shear and diagonal tension in reinforced concrete beam

Creator:: Yang, Jui-Tsung
Abstract:: Resistance of reinforced concrete beams to diagonal tension was studied in a series of papers which included beams without web reinforcement and beams with various types of web reinforcement. The magnitude of the loading causing the formation of initial diagonal tension cracks depended primarily on the dimensions of the cross...
Resource Type:: Masters Thesis
Full Text:: A review of research on shear and diagonal tension in

An investigation of stress distributions in a timber hyperbolic-paraboloid shell

Creator:: Sabaroff, Bernard Joseph
Resource Type:: Masters Thesis
Full Text:: An Investigation of Stress Distributions in a Timber

Limit Equilibrium-Based Assessment of the Internal Stability of Geosynthetic Reinforced Soil Structures Subject to Seismicity

Creator:: Loving, Carly K.
Abstract:: Design of Geosynthetic-Reinforced Soil Structures (GRSS) require sufficient rear pullout anchoring capacity in order to maintain internal stability. Length requirements are amplified when reinforcement coverage ratios or seismicity is considered, potentially resulting in uneconomical GRSS design lengths. This study describes the influence of reinforcement length, coverage ratio, and pseudostatic seismic...
Resource Type:: Honors College Thesis
Full Text:: A THESIS submitted to Oregon State University Honors College in partial

A practical approach to model the behavior of a metal-plate-connected wood truss system

Creator:: Li, Zhong
Abstract:: Metal-plate-connected (MPC) trusses have traditionally been designed based on a tributary load distribution and a simplified truss model. This design method ignores the load-sharing and composite action in MPC roof truss systems, the semi-rigidity of MPC joints, and joint eccentricity. The main objective of this study was to provide a...
Resource Type:: Masters Thesis

ScholarsArchive@OSU

Modeling and Finite Element Analysis of a Standard Concrete Canoe

A study on the oxidation of sulfides in estuarine waters

Common Factors that Affect Aesthetics in Bridge Design

Creep characteristics of a light-weight aggregate concrete

Load Path Investigation in a Light-Frame Wood House with Complex Geometry

Development of a seismic rehabilitation master plan for the Oregon State University campus

A review of research on shear and diagonal tension in reinforced concrete beam

An investigation of stress distributions in a timber hyperbolic-paraboloid shell

Limit Equilibrium-Based Assessment of the Internal Stability of Geosynthetic Reinforced Soil Structures Subject to Seismicity

A practical approach to model the behavior of a metal-plate-connected wood truss system

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