Index Catalog // ScholarsArchive@OSU

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:: - sary to consider the structural elements of inertia, stiffness, and damping. The term inertia implies

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

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

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

Digital simulation of multi-dimensional random processes and its applications

Creator:: Ahn, Gil Soo
Abstract:: This dissertation introduces a method which can simulate multi-dimensional Gaussian random processes by the superposition of sine functions The fast Fourier transform technique is incorporated into the simulating method to facilitate saving of computer time. In view of the fact that the fast Fourier transform play important roles in digital...
Resource Type:: Dissertation
Full Text:: structural engineering. (1 ), (35) One aspect of the theory which presents itself as a 2 plausible

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:: behavior of beam and stanchion connections. The Structural Enqineer L6; 427-447 " 1938" 6. Brandes, J. L

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

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:: Uplift Capacity and Displacement of Helical Anchors in Cohesive

Dynamic response of steel structures with semirigid connections

Creator:: Grant, Joseph Edward
Abstract:: The nonlinear response of a ten-story steel structure with semirigid girder connections is studied under conditions of dynamic loading. The dynamic loading used in this study is the North-South component of the May 18, 1940 El Centro, California earthquake. To deal with the complexity of the problem the structure is...
Resource Type:: Dissertation
Full Text:: on Structural Response 53 Influence of Girder Connection Initial Yield Moments on Structural

Correlation of methods for solving indeterminate frames

Creator:: Liu, David Cheng-Tso
Resource Type:: Masters Thesis
Full Text:: method, as the theoretical approach to the analysis of these frames is comparatively new in structural

ScholarsArchive@OSU

Dynamic analysis of three-dimensional frames

Stability of elastically restrained framed structures by matrix analysis

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

Plastic behavior of cover plated aluminum and steel beams

Digital simulation of multi-dimensional random processes and its applications

Matrix analysis of structures with semi-rigid connection

Stiffness matrix analysis of structures by electronic digital computer

Uplift capacity and displacement of helical anchors in cohesive soil

Dynamic response of steel structures with semirigid connections

Correlation of methods for solving indeterminate frames

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