Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"Oregon State University" +contributor:("Polensek, Anton"). Showing records 1 – 10 of 10 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Oregon State University

1. Atherton, Jon C. Model for the prediction of nail withdrawal stiffness.

Degree: MS, Forest Products, 1982, Oregon State University

 An important factor affecting the strength and ultimate load of wood structures is the strength, stiffness and durability of its joints. Therefore, the behavior of… (more)

Subjects/Keywords: Timber joints  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Atherton, J. C. (1982). Model for the prediction of nail withdrawal stiffness. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/17023

Chicago Manual of Style (16th Edition):

Atherton, Jon C. “Model for the prediction of nail withdrawal stiffness.” 1982. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/17023.

MLA Handbook (7th Edition):

Atherton, Jon C. “Model for the prediction of nail withdrawal stiffness.” 1982. Web. 30 May 2020.

Vancouver:

Atherton JC. Model for the prediction of nail withdrawal stiffness. [Internet] [Masters thesis]. Oregon State University; 1982. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/17023.

Council of Science Editors:

Atherton JC. Model for the prediction of nail withdrawal stiffness. [Masters Thesis]. Oregon State University; 1982. Available from: http://hdl.handle.net/1957/17023


Oregon State University

2. Chou, Chun. Effect of drying on damping and stiffness of nailed joints between wood and plywood.

Degree: MS, Forest Products, 1984, Oregon State University

 Wood components, usually assembled in green or semi-dry condition, dry during the initial service life. To evaluate the effect of such drying on joint stiffness… (more)

Subjects/Keywords: Damping (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chou, C. (1984). Effect of drying on damping and stiffness of nailed joints between wood and plywood. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16897

Chicago Manual of Style (16th Edition):

Chou, Chun. “Effect of drying on damping and stiffness of nailed joints between wood and plywood.” 1984. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16897.

MLA Handbook (7th Edition):

Chou, Chun. “Effect of drying on damping and stiffness of nailed joints between wood and plywood.” 1984. Web. 30 May 2020.

Vancouver:

Chou C. Effect of drying on damping and stiffness of nailed joints between wood and plywood. [Internet] [Masters thesis]. Oregon State University; 1984. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16897.

Council of Science Editors:

Chou C. Effect of drying on damping and stiffness of nailed joints between wood and plywood. [Masters Thesis]. Oregon State University; 1984. Available from: http://hdl.handle.net/1957/16897


Oregon State University

3. Groom, Leslie. Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique.

Degree: PhD, Forest Products, 1988, Oregon State University

 The growing use of light-frame wood trusses in the residential and commercial construction has generated the need for general analysis procedures for predicting deformations and… (more)

Subjects/Keywords: Trusses  – Mathematical models

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Groom, L. (1988). Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18126

Chicago Manual of Style (16th Edition):

Groom, Leslie. “Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique.” 1988. Doctoral Dissertation, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/18126.

MLA Handbook (7th Edition):

Groom, Leslie. “Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique.” 1988. Web. 30 May 2020.

Vancouver:

Groom L. Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique. [Internet] [Doctoral dissertation]. Oregon State University; 1988. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/18126.

Council of Science Editors:

Groom L. Experimental verification and nonlinear modeling of truss-plate joints by Runge-Kutta numerical technique. [Doctoral Dissertation]. Oregon State University; 1988. Available from: http://hdl.handle.net/1957/18126


Oregon State University

4. Chou, Chun, 1956-. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.

Degree: PhD, the Forest Products, 1987, Oregon State University

 Nailed joints between sheathing and framing in light-frame wood buildings play a vital role in assuring structural safety by providing the stiffness needed to transfer… (more)

Subjects/Keywords: Timber joints  – Fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chou, Chun, 1. (1987). Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18116

Chicago Manual of Style (16th Edition):

Chou, Chun, 1956-. “Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.” 1987. Doctoral Dissertation, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/18116.

MLA Handbook (7th Edition):

Chou, Chun, 1956-. “Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.” 1987. Web. 30 May 2020.

Vancouver:

Chou, Chun 1. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. [Internet] [Doctoral dissertation]. Oregon State University; 1987. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/18116.

Council of Science Editors:

Chou, Chun 1. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. [Doctoral Dissertation]. Oregon State University; 1987. Available from: http://hdl.handle.net/1957/18116


Oregon State University

5. White, Robert H. Finite element analysis of end fixity in stud wall panels.

Degree: MS, Forest Products, 1975, Oregon State University

 Because of increasing competition from non-wood building materials, efforts are being made to improve the design of stud walls. The objective of this study is… (more)

Subjects/Keywords: Walls  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

White, R. H. (1975). Finite element analysis of end fixity in stud wall panels. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16682

Chicago Manual of Style (16th Edition):

White, Robert H. “Finite element analysis of end fixity in stud wall panels.” 1975. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16682.

MLA Handbook (7th Edition):

White, Robert H. “Finite element analysis of end fixity in stud wall panels.” 1975. Web. 30 May 2020.

Vancouver:

White RH. Finite element analysis of end fixity in stud wall panels. [Internet] [Masters thesis]. Oregon State University; 1975. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16682.

Council of Science Editors:

White RH. Finite element analysis of end fixity in stud wall panels. [Masters Thesis]. Oregon State University; 1975. Available from: http://hdl.handle.net/1957/16682


Oregon State University

6. Cha, Jae Kyung. Effect of loading rate on damping and stiffness in nailed joints.

Degree: MS, Forest Products, 1985, Oregon State University

 The conventional studies for nailed joints vary and no standard methods exist for evaluation of damping in wood joints. Wood buildings experience earthquake-caused oscillation of… (more)

Subjects/Keywords: Damping (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Cha, J. K. (1985). Effect of loading rate on damping and stiffness in nailed joints. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16898

Chicago Manual of Style (16th Edition):

Cha, Jae Kyung. “Effect of loading rate on damping and stiffness in nailed joints.” 1985. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16898.

MLA Handbook (7th Edition):

Cha, Jae Kyung. “Effect of loading rate on damping and stiffness in nailed joints.” 1985. Web. 30 May 2020.

Vancouver:

Cha JK. Effect of loading rate on damping and stiffness in nailed joints. [Internet] [Masters thesis]. Oregon State University; 1985. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16898.

Council of Science Editors:

Cha JK. Effect of loading rate on damping and stiffness in nailed joints. [Masters Thesis]. Oregon State University; 1985. Available from: http://hdl.handle.net/1957/16898


Oregon State University

7. Fernandez, Virgilio Asuncion. Model and procedure for determination of strength and stiffness of wood studs.

Degree: PhD, Forest Products, 1977, Oregon State University

 Elasticity properties of wood studs are essential inputs for the structural analysis of wood-stud wall systems. A theoretical procedure was developed to determine the probability… (more)

Subjects/Keywords: Wood  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Fernandez, V. A. (1977). Model and procedure for determination of strength and stiffness of wood studs. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/16837

Chicago Manual of Style (16th Edition):

Fernandez, Virgilio Asuncion. “Model and procedure for determination of strength and stiffness of wood studs.” 1977. Doctoral Dissertation, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16837.

MLA Handbook (7th Edition):

Fernandez, Virgilio Asuncion. “Model and procedure for determination of strength and stiffness of wood studs.” 1977. Web. 30 May 2020.

Vancouver:

Fernandez VA. Model and procedure for determination of strength and stiffness of wood studs. [Internet] [Doctoral dissertation]. Oregon State University; 1977. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16837.

Council of Science Editors:

Fernandez VA. Model and procedure for determination of strength and stiffness of wood studs. [Doctoral Dissertation]. Oregon State University; 1977. Available from: http://hdl.handle.net/1957/16837


Oregon State University

8. Jang, Sangsik. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.

Degree: PhD, Forest Products, 1986, Oregon State University

 To apply accurate procedures of structural analysis that are now available, the behavior of nailed joints in light-frame wood buildings under long-term loads needs to… (more)

Subjects/Keywords: Timber joints  – Fatigue  – Mathematical models

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Jang, S. (1986). Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18032

Chicago Manual of Style (16th Edition):

Jang, Sangsik. “Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.” 1986. Doctoral Dissertation, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/18032.

MLA Handbook (7th Edition):

Jang, Sangsik. “Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.” 1986. Web. 30 May 2020.

Vancouver:

Jang S. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. [Internet] [Doctoral dissertation]. Oregon State University; 1986. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/18032.

Council of Science Editors:

Jang S. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. [Doctoral Dissertation]. Oregon State University; 1986. Available from: http://hdl.handle.net/1957/18032


Oregon State University

9. Chen, Shaw-sun. Evaluation of testing procedures for stiffness properties of plywood.

Degree: MS, Forest Products, 1980, Oregon State University

 Elastic properties of plywood panels are essential for predicting structural behavior of wood systems. The ASTM Standard D 3043-76 which evaluates the moduli of elasticity… (more)

Subjects/Keywords: Plywood  – Testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Chen, S. (1980). Evaluation of testing procedures for stiffness properties of plywood. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16660

Chicago Manual of Style (16th Edition):

Chen, Shaw-sun. “Evaluation of testing procedures for stiffness properties of plywood.” 1980. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16660.

MLA Handbook (7th Edition):

Chen, Shaw-sun. “Evaluation of testing procedures for stiffness properties of plywood.” 1980. Web. 30 May 2020.

Vancouver:

Chen S. Evaluation of testing procedures for stiffness properties of plywood. [Internet] [Masters thesis]. Oregon State University; 1980. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16660.

Council of Science Editors:

Chen S. Evaluation of testing procedures for stiffness properties of plywood. [Masters Thesis]. Oregon State University; 1980. Available from: http://hdl.handle.net/1957/16660


Oregon State University

10. Loferski, Joseph R. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.

Degree: MS, Forest Products, 1980, Oregon State University

 Defining the inelastic behavior of nail joints is essential in the development of a rational design procedure of wood-stud walls. Prediction equations were developed for… (more)

Subjects/Keywords: Timber joints

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Loferski, J. R. (1980). Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16656

Chicago Manual of Style (16th Edition):

Loferski, Joseph R. “Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.” 1980. Masters Thesis, Oregon State University. Accessed May 30, 2020. http://hdl.handle.net/1957/16656.

MLA Handbook (7th Edition):

Loferski, Joseph R. “Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.” 1980. Web. 30 May 2020.

Vancouver:

Loferski JR. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. [Internet] [Masters thesis]. Oregon State University; 1980. [cited 2020 May 30]. Available from: http://hdl.handle.net/1957/16656.

Council of Science Editors:

Loferski JR. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. [Masters Thesis]. Oregon State University; 1980. Available from: http://hdl.handle.net/1957/16656

.