Index Catalog // ScholarsArchive@OSU

Stability of elastically restrained framed structures by matrix analysis

Creator:: Albertson, Oran Lester
Abstract:: It has been undertaken here to use the matrix method of structural analysis for the determination of the stability of elastically restrained, simple portal frames. This involves the formulation of the stiffness matrix of the structure in terms of the axial force in the members. The stability criterion, when applied...
Resource Type:: Masters Thesis
Full Text:: matrix analysis AN ABSTRACT OF THE THESIS OF Oran Lester Albertson for the M. S. in Structural

Uplift capacity and displacement of helical anchors in cohesive soil

Creator:: Young, Jessica
Abstract:: Helical anchors are a type of deep foundation element that can be installed quickly in almost any location and can accept the immediate application of operational loads. The use of helical anchors has expanded in recent decades from its established application in the power transmission industry to more traditional civil...
Resource Type:: Masters Thesis
Full Text:: Civil Engineering presented on May 4, 2012. Title: Uplift Capacity and Displacement of Helical

Matrix analysis of structures with semi-rigid connection

Creator:: Grant, Joseph Edward
Abstract:: This thesis presents a matrix analysis of structures with semirigid connections. The stiffness factor of a connection has been assumed to be a constant as represented by the initial relationship of moment versus rotation. Three cases are considered: Case I - structures with semirigid connections, column width and beam depth...
Resource Type:: Masters Thesis
Full Text:: Charge of Major Department C Engineering Graduate S presented McClanathan Redacted for Privacy

Stiffness matrix analysis of structures by electronic digital computer

Creator:: Serpanos, James Evan
Resource Type:: Masters Thesis
Full Text:: Digital Computer AN ABSTRACT OF THE THESIS OF James Evan Serpanos for the M. S. in Structural

Correlation of methods for solving indeterminate frames

Creator:: Liu, David Cheng-Tso
Resource Type:: Masters Thesis
Full Text:: Department of Civil Engineering Chairman of School Graduate Committee Dean of Graduate School Jane

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:: Sorentino for the degree of Master of Science in Civil Engineering presented on March 20, 2012. Title

Dynamic analysis of three-dimensional frames

Creator:: Scholl, Roger Edwin
Abstract:: The response of three-dimensional frames subjected to an arbitrary dynamic force is studied. The method of mode superposition is used to obtain the frame response solution. Two different modeling systems are used to idealize the frame. These are the "discrete mass system" and the "continuous mass system." For an example...
Resource Type:: Dissertation
Full Text:: DOCTOR OF PHILOSOPHY (Name) Degree) in CIVIL ENGINEERING presented on Mci I L (Major) (Date) Title

Pile group analysis considering rigid and semirigid foundation conditions

Creator:: Winchester, Jack LeRoy
Abstract:: The structural behavior of pile groups (dolphins) is analyzed considering two types of boundary conditions. First the individual piles of the group are assumed to be rigidly embedded in the soil. In the second analysis the more realistic case is considered where the soil foundation is allowed to yield. The...
Resource Type:: Masters Thesis
Full Text:: and present instructors in the Department of Civil Engineering at Oregon State University

Influence of Uncertainties in Terrestrial Laser Scanning on Structural Reliability and Bridge Load Rating

Creator:: Loving, Carly K.
Abstract:: To ensure the safety of the nation’s bridges, the National Bridge Inspection Standards (NBIS) require all bridges to undergo routine load rating analyses to assess their structural capacity. Accurate geometric information for each structure is necessary for load rating analyses. This information is typically ascertained from as-built plans. Still, when...
Resource Type:: Masters Thesis
Full Text:: the degree of Master of Science in Civil Engineering presented on March 3, 2022. Title: Influence

Plastic behavior of cover plated aluminum and steel beams

Creator:: Reinikka, Everett Arnold
Resource Type:: Masters Thesis
Full Text:: a study was p.rformed on structural aluminum beams as a part of this thesis. Chapter 5 gives

ScholarsArchive@OSU

Stability of elastically restrained framed structures by matrix analysis

Uplift capacity and displacement of helical anchors in cohesive soil

Matrix analysis of structures with semi-rigid connection

Stiffness matrix analysis of structures by electronic digital computer

Correlation of methods for solving indeterminate frames

Behavior and analysis of pile caps with poor anchorage details

Dynamic analysis of three-dimensional frames

Pile group analysis considering rigid and semirigid foundation conditions

Influence of Uncertainties in Terrestrial Laser Scanning on Structural Reliability and Bridge Load Rating

Plastic behavior of cover plated aluminum and steel beams

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