Index Catalog // ScholarsArchive@OSU

A composite-beam finite element for seismic analysis of wood-framed buildings

Creator:: Lee, Chyuan-shen
Abstract:: A computer program called SAPWOOD which possesses the capability of performing linear or nonlinear, static or dynamic response including seismic excitation for wood-framed buildings with semirigid connection systems is presented in this study. Program SAPWOOD is a modification of the program NONSAP by adding new elements such as a linkage...
Resource Type:: Dissertation
Full Text:: A composite-beam finite element for seismic analysis of

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
Full Text:: Harold I. Laursen Abstract approved: A need has existed for an in-depth structural analysis of pen

Accuracy, range, and convenience of certain methods and devices used in measurement of irrigation water

Creator:: Neu, Harold Wesley
Resource Type:: Masters Thesis
Full Text:: DEVICES USED IN MEASUREMENT OF IRRIGATION WATER by HAROLD WESLEY NEU A THESIS submitted to

The dynamic behavior of a cable logging skyline and its effects on the tailspar

Creator:: Womack, Kevin C.
Abstract:: Initially, a small experimental study was undertaken to examine the influence of incline on the frequency of taut cables. The experiments consisted of exciting a short cable at angles of incline from zero to 90 degrees and at various tensions. The results from these experiments shows a small effect due...
Resource Type:: Dissertation

A method of seismic design for prestressed concrete highway bridge girders

Creator:: Lam, Kwok To
Abstract:: The effects of vertical ground motion are particularly significant in the design of highway bridge girders. Conventional codes do not recommend methods for solving the problem. The intent of this work is to suggest an approach for such design. A set of curves for velocity spectra which are the average...
Resource Type:: Masters Thesis
Full Text:: A Method of Seismic Design For Prestressed Concrete

A linkage finite element for nailed composite wood I-Beams and T-Beams

Creator:: Lee, Chyuan-shen
Abstract:: With current nonlinear analysis computer capabilities, this study was conducted to develop a linkage element that permits analyses of wood composite structures taking into account possible slip in the nailed joints. The finite elements chosen to represent the wood stud, plywood, gypsum and nails are described. The method as applied...
Resource Type:: Masters Thesis
Full Text:: A linkage finite element for nailed composite wood I-Beams

A two-dimensional manifold study

Creator:: Pritchett, Harold Duane
Resource Type:: Masters Thesis
Full Text:: MANIFOLD STUDY by HAROLD DUANE PRITCHETT A THESIS submitted to OREGON STATE UNIVERSITY in

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:: professor) This thesis presents a matrj-x analysis of structures with semirigid connections. The stiffness

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:: SEMIRIGID CONNECTIONS Abstract approved: Harold I. Laursen The nonlinear response of a ten -story steel

Displacement response of transmission line conductors during random wind gusts

Creator:: Cameron, George Richardson
Abstract:: The mean square displacement response of a point on a transmission line conductor that is subjected to wind gust generated lift forces is computed. The wind gust velocity and wind gust generated lift forces are treated as random processes in both time and space. A lift force, that is velocity...
Resource Type:: Dissertation
Full Text:: DOCTOR OF PHILOSOPHY (Name) (Degree) in CIVIL ENGINEERING presented on A i- I (Major department) f (Date

ScholarsArchive@OSU

A composite-beam finite element for seismic analysis of wood-framed buildings

Structural analysis of symmetrical penstock bifurcations by the finite element method

Accuracy, range, and convenience of certain methods and devices used in measurement of irrigation water

The dynamic behavior of a cable logging skyline and its effects on the tailspar

A method of seismic design for prestressed concrete highway bridge girders

A linkage finite element for nailed composite wood I-Beams and T-Beams

A two-dimensional manifold study

Matrix analysis of structures with semi-rigid connection

Dynamic response of steel structures with semirigid connections

Displacement response of transmission line conductors during random wind gusts

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