NDLTD Global ETD Search
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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.

Search results

Showing 1 to 10 of 28 (0.049 seconds)
1

Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing /

Loferski, Joseph R. January 1980 (has links)
Thesis (M.S.)--Oregon State University, 1981. / Typescript (photocopy). Includes bibliographical references. Also available on the World Wide Web.
Timber joints. Nails and spikes.
2

Model for the prediction of nail withdrawal stiffness /

Atherton, Jon C. January 1982 (has links)
Thesis (M.S.)--Oregon State University, 1982. / Typescript (photocopy). Includes bibliographical references (leaves 76-79). Also available on the World Wide Web.
Timber joints Nails and spikes
3

Withdrawal and combined load capacity of threaded fastener wood joints /

Carroll, Jeffery D., January 1988 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1988. / Vita. Abstract. Includes bibliographical references (leaves 126-129). Also available via the Internet.
Timber joints. Joints (Engineering)
4

Discrete compression web bracing design for light-frame wood trusses /

Waltz, Miles E. January 1900 (has links)
Thesis (M.S.)--Oregon State University, 1999. / Typescript (photocopy). Includes bibliographical references (leaves 124-129). Also available online.
Roof trusses Timber joints
5

The effects of fire on selected structural timber joints

Schaffer, Erwin L. January 1961 (has links)
Thesis (M.S.)--University of Wisconsin, 1961. / Cover title. Assistance and information provided by the U.S. Forest Products Laboratory. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (p. 132-133).
Timber joints Fasteners
6

Traditional timber joinery a modern analysis /

Brungraber, Robert L. January 1985 (has links)
Thesis (Ph. D.)--Stanford University, 1985. / Includes bibliographical references (leaves 161-165).
Timber joints. Joints (Engineering)
7

Effect of loading rate on damping and stiffness in nailed joints /

Cha, Jae Kyung. January 1985 (has links)
Thesis (M.S.)--Oregon State University, 1985. / Typescript (photocopy). Includes bibliographical references (leaves 69-71). Also available on the World Wide Web.
Damping (Mechanics) Timber joints.
8

Development of techniques to study the behavior of bolted wood joints /

Ostman, Larry. January 1985 (has links)
Thesis (M.S.)--Oregon State University, 1985. / Typescript (photocopy). Includes bibliographical references (leaves 106-107). Also available on the World Wide Web.
Bolted joints. Timber joints
9

Effects of temperature and relative humidity upon the strength of lumber rigid joints (with plywood gussets)

Viray, Fernando Lopez. January 1963 (has links)
Thesis (M.S.)--University of Wisconsin, 1963. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaf 22).
10

A Method to model wood by using ABAQUS finite element software : Part 2. Application to dowel type connections / Florian Mrianon, Stefania Fortino, Tomi Toratti.

Mirianon, Florian Toratti, Tomi Fortino, Stefania January 1900 (has links) (PDF)
This report presents numerical analyses of dowel connections modeled in ABAQUS using a rheological model for wood taking into account loading time, moisture content of wood and the load case. Some experimental tests under constant moisture content have been modeled as well and the numerical results are in good agreement with the experiments. Variable relative humidity conditions have been applied to some connections. The results show that the variations of moisture content in wood can strongly increase the stresses in wood, especially in the direction perpendicular to the grain. The same connection has been modeled with and without reinforcement based on glued-in rods. It appears that the presence of glued-in rods affects the stresses around the holes and most of the tension stresses are converted into compression stresses. A one dowel connection has been modeled to study the influence of the friction coefficient between wood and steel on the crack appearance. The results have showed that the higher the friction coefficient is, the smaller the strains perpendicular to grain are. / Includes bibliographical references. Also available on the World Wide Web.

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