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You searched for +publisher:"Virginia Tech" +contributor:("Woeste, Frank E."). Showing records 1 – 24 of 24 total matches.

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Virginia Tech

1. Bouldin, John Conrad. Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction.

Degree: PhD, Wood Science and Forest Products, 2011, Virginia Tech

 The use of engineered wood products (EWP) in residential construction has increased in recent years. Most specifications for the installation of these components are found… (more)

Subjects/Keywords: residential construction; methodology; inspection; engineered wood products

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APA (6th Edition):

Bouldin, J. C. (2011). Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28448

Chicago Manual of Style (16th Edition):

Bouldin, John Conrad. “Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction.” 2011. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/28448.

MLA Handbook (7th Edition):

Bouldin, John Conrad. “Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction.” 2011. Web. 19 Sep 2019.

Vancouver:

Bouldin JC. Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction. [Internet] [Doctoral dissertation]. Virginia Tech; 2011. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/28448.

Council of Science Editors:

Bouldin JC. Methodology for the Visual Inspection of Selected Engineered Wood Products and Connector Hardware for Prescriptive Non-Compliance at the Pre-Drywall Stage of Residential Construction. [Doctoral Dissertation]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/28448


Virginia Tech

2. Anderson, Cheryl A. Manual for the Inspection of Wood Decks and Balconies.

Degree: MS, Biological Systems Engineering, 2002, Virginia Tech

 Residential deck and balcony failures are preventable if the decks and balconies are maintained and inspected regularly. Inspection of in-service decks or balconies is not… (more)

Subjects/Keywords: balcony; rot; deck; wood; decay; residential; inspection; railing; lumber

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APA (6th Edition):

Anderson, C. A. (2002). Manual for the Inspection of Wood Decks and Balconies. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35684

Chicago Manual of Style (16th Edition):

Anderson, Cheryl A. “Manual for the Inspection of Wood Decks and Balconies.” 2002. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/35684.

MLA Handbook (7th Edition):

Anderson, Cheryl A. “Manual for the Inspection of Wood Decks and Balconies.” 2002. Web. 19 Sep 2019.

Vancouver:

Anderson CA. Manual for the Inspection of Wood Decks and Balconies. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/35684.

Council of Science Editors:

Anderson CA. Manual for the Inspection of Wood Decks and Balconies. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/35684


Virginia Tech

3. Wilson, Ann Cindy. Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution.

Degree: M. Eng., Biological Systems Engineering, 1998, Virginia Tech

 A simulation study was done to investigate the effect of the coefficient of variation of the modulus of elasticity ((E) on the vibrational performance of… (more)

Subjects/Keywords: vibration performance of wood floors; machine stress-rated lumber; visually stress rated lumber; modulus of elasticity

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APA (6th Edition):

Wilson, A. C. (1998). Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36705

Chicago Manual of Style (16th Edition):

Wilson, Ann Cindy. “Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution.” 1998. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/36705.

MLA Handbook (7th Edition):

Wilson, Ann Cindy. “Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution.” 1998. Web. 19 Sep 2019.

Vancouver:

Wilson AC. Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/36705.

Council of Science Editors:

Wilson AC. Expected Vibration Performance of Wood Floors As Affected by MSR vs. VSR Lumber E-Distribution. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/36705


Virginia Tech

4. Showalter, Karen L. The effect of length on tensile strength parallel-to-grain in structural lumber.

Degree: MS, Agricultural Engineering, 1985, Virginia Tech

  Two sizes (2x4 and 2x10) and two grades (2250f-1.9E and No. 2 KDl5) of Southern Pine lumber having three different test span lengths of… (more)

Subjects/Keywords: Wood; LD5655.V855 1985.S548

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APA (6th Edition):

Showalter, K. L. (1985). The effect of length on tensile strength parallel-to-grain in structural lumber. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41539

Chicago Manual of Style (16th Edition):

Showalter, Karen L. “The effect of length on tensile strength parallel-to-grain in structural lumber.” 1985. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/41539.

MLA Handbook (7th Edition):

Showalter, Karen L. “The effect of length on tensile strength parallel-to-grain in structural lumber.” 1985. Web. 19 Sep 2019.

Vancouver:

Showalter KL. The effect of length on tensile strength parallel-to-grain in structural lumber. [Internet] [Masters thesis]. Virginia Tech; 1985. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/41539.

Council of Science Editors:

Showalter KL. The effect of length on tensile strength parallel-to-grain in structural lumber. [Masters Thesis]. Virginia Tech; 1985. Available from: http://hdl.handle.net/10919/41539


Virginia Tech

5. Johnson, James R. Vibration acceptability in wood floor systems.

Degree: MS, Civil Engineering, 1994, Virginia Tech

  Two distinct sections of research are presented in this thesis. The first section summarizes research conducted on laboratory-built floors. Floors were built and tested… (more)

Subjects/Keywords: Floors - Wooden; LD5655.V855 1994.J6464

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APA (6th Edition):

Johnson, J. R. (1994). Vibration acceptability in wood floor systems. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41946

Chicago Manual of Style (16th Edition):

Johnson, James R. “Vibration acceptability in wood floor systems.” 1994. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/41946.

MLA Handbook (7th Edition):

Johnson, James R. “Vibration acceptability in wood floor systems.” 1994. Web. 19 Sep 2019.

Vancouver:

Johnson JR. Vibration acceptability in wood floor systems. [Internet] [Masters thesis]. Virginia Tech; 1994. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/41946.

Council of Science Editors:

Johnson JR. Vibration acceptability in wood floor systems. [Masters Thesis]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/41946


Virginia Tech

6. Via, Brian Kipling. Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections.

Degree: MS, Wood Science and Forest Products, 1998, Virginia Tech

  The objectives of this research were twofold: a) to define the relationship between tooth withdrawal and specific gravity for southern pine lumber and four… (more)

Subjects/Keywords: southern yellow pine; density; truss joints; metal plate connectors; specific gravity; tooth withdrawal; lateral resistance

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APA (6th Edition):

Via, B. K. (1998). Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46497

Chicago Manual of Style (16th Edition):

Via, Brian Kipling. “Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections.” 1998. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/46497.

MLA Handbook (7th Edition):

Via, Brian Kipling. “Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections.” 1998. Web. 19 Sep 2019.

Vancouver:

Via BK. Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections. [Internet] [Masters thesis]. Virginia Tech; 1998. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/46497.

Council of Science Editors:

Via BK. Relationship between Tooth Withdrawal Strength and Specific Gravity for Metal Plate Truss Connections. [Masters Thesis]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/46497


Virginia Tech

7. Underwood, Catherine Richardson. Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords.

Degree: MS, Biological Systems Engineering, 2000, Virginia Tech

 Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords Catherine Richardson Underwood (ABSTRACT) The objectives of this research were to determine the required… (more)

Subjects/Keywords: bracing; truss; residential; construction; roofs; wood

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APA (6th Edition):

Underwood, C. R. (2000). Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31581

Chicago Manual of Style (16th Edition):

Underwood, Catherine Richardson. “Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords.” 2000. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/31581.

MLA Handbook (7th Edition):

Underwood, Catherine Richardson. “Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords.” 2000. Web. 19 Sep 2019.

Vancouver:

Underwood CR. Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/31581.

Council of Science Editors:

Underwood CR. Permanent Bracing Design for MPC Wood Roof Truss Webs and Chords. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/31581


Virginia Tech

8. Runte, David E. Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling.

Degree: MS, Civil Engineering, 1993, Virginia Tech

 Full size wood joist floors were built and their frequencies were measured. Double tee-beam floors were built and also cut from the full size floors… (more)

Subjects/Keywords: Trusses.; LD5655.V855 1993.R867

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APA (6th Edition):

Runte, D. E. (1993). Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44880

Chicago Manual of Style (16th Edition):

Runte, David E. “Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling.” 1993. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/44880.

MLA Handbook (7th Edition):

Runte, David E. “Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling.” 1993. Web. 19 Sep 2019.

Vancouver:

Runte DE. Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/44880.

Council of Science Editors:

Runte DE. Fundamental frequencies of I-joist, solid-sawn wood joist, and truss floors based of tee-beam modeling. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/44880


Virginia Tech

9. Kochkin, Vladimir G. Analysis and Testing of a Ready-to-Assemble Wood Framing System.

Degree: MS, Wood Science and Forest Products, 2000, Virginia Tech

 The concept of a ready-to-assemble kit fabricated in a factory and delivered to the customer is well known and commonly used by the furniture industry.… (more)

Subjects/Keywords: simplified wood construction; dowel; timber frame joints

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APA (6th Edition):

Kochkin, V. G. (2000). Analysis and Testing of a Ready-to-Assemble Wood Framing System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35038

Chicago Manual of Style (16th Edition):

Kochkin, Vladimir G. “Analysis and Testing of a Ready-to-Assemble Wood Framing System.” 2000. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/35038.

MLA Handbook (7th Edition):

Kochkin, Vladimir G. “Analysis and Testing of a Ready-to-Assemble Wood Framing System.” 2000. Web. 19 Sep 2019.

Vancouver:

Kochkin VG. Analysis and Testing of a Ready-to-Assemble Wood Framing System. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/35038.

Council of Science Editors:

Kochkin VG. Analysis and Testing of a Ready-to-Assemble Wood Framing System. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/35038


Virginia Tech

10. O'Regan, Philip J. Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses.

Degree: MS, Biological Systems Engineering, 1997, Virginia Tech

 Metal-plate-connected (MPC) splice joints were tested in combined tension and bending to generate data that were used in the development of a design procedure for… (more)

Subjects/Keywords: wood truss; combined loading; truss plate splice joints; truss design

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APA (6th Edition):

O'Regan, P. J. (1997). Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36508

Chicago Manual of Style (16th Edition):

O'Regan, Philip J. “Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses.” 1997. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/36508.

MLA Handbook (7th Edition):

O'Regan, Philip J. “Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses.” 1997. Web. 19 Sep 2019.

Vancouver:

O'Regan PJ. Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/36508.

Council of Science Editors:

O'Regan PJ. Combined Tension and Bending Loading in Bottom Chord Splice Joints of Metal-Plate-Connected Wood Trusses. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36508


Virginia Tech

11. Carter, E. Thomas Jr. Risk assessment formulation for nitrate leaching.

Degree: MS, Biological Systems Engineering, 1996, Virginia Tech

see document Advisors/Committee Members: Wolfe, Mary Leigh (committeechair), Woeste, Frank E. (committee member), Amacher, Gregory S. (committee member), Perumpral, John V. (committee member).

Subjects/Keywords: risk assessment; nitrate leaching; NPS pollution; LD5655.V855 1996.C378

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APA (6th Edition):

Carter, E. T. J. (1996). Risk assessment formulation for nitrate leaching. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40347

Chicago Manual of Style (16th Edition):

Carter, E Thomas Jr. “Risk assessment formulation for nitrate leaching.” 1996. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/40347.

MLA Handbook (7th Edition):

Carter, E Thomas Jr. “Risk assessment formulation for nitrate leaching.” 1996. Web. 19 Sep 2019.

Vancouver:

Carter ETJ. Risk assessment formulation for nitrate leaching. [Internet] [Masters thesis]. Virginia Tech; 1996. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/40347.

Council of Science Editors:

Carter ETJ. Risk assessment formulation for nitrate leaching. [Masters Thesis]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/40347


Virginia Tech

12. Lang, Elemer M. Modeling the behavior of wood-based composite sheathing under hygrothermal load.

Degree: PhD, Wood Science and Forest Products, 1993, Virginia Tech

  In light-frame residential construction wood-based composite panels used externally or internally are exposed to relative humidity and/or temperature changes. The subsequent moisture content change… (more)

Subjects/Keywords: Composite construction.; Plywood.; Wooden-frame houses Thermal properties.; Hygrothermoelasticity.; LD5655.V856 1993.L366

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APA (6th Edition):

Lang, E. M. (1993). Modeling the behavior of wood-based composite sheathing under hygrothermal load. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40035

Chicago Manual of Style (16th Edition):

Lang, Elemer M. “Modeling the behavior of wood-based composite sheathing under hygrothermal load.” 1993. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/40035.

MLA Handbook (7th Edition):

Lang, Elemer M. “Modeling the behavior of wood-based composite sheathing under hygrothermal load.” 1993. Web. 19 Sep 2019.

Vancouver:

Lang EM. Modeling the behavior of wood-based composite sheathing under hygrothermal load. [Internet] [Doctoral dissertation]. Virginia Tech; 1993. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/40035.

Council of Science Editors:

Lang EM. Modeling the behavior of wood-based composite sheathing under hygrothermal load. [Doctoral Dissertation]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/40035


Virginia Tech

13. Clouse, Randy Wayne. Evaluation of GLEAMS considering parameter uncertainty.

Degree: MS, Biological Systems Engineering, 1996, Virginia Tech

see document Advisors/Committee Members: Heatwole, Conrad D. (committeechair), Woeste, Frank E. (committee member), Perumpral, John V. (committee member), Wolfe, Mary Leigh (committee member).

Subjects/Keywords: model validation; parameter uncertainty; model error; LD5655.V855 1996.C568

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APA (6th Edition):

Clouse, R. W. (1996). Evaluation of GLEAMS considering parameter uncertainty. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44516

Chicago Manual of Style (16th Edition):

Clouse, Randy Wayne. “Evaluation of GLEAMS considering parameter uncertainty.” 1996. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/44516.

MLA Handbook (7th Edition):

Clouse, Randy Wayne. “Evaluation of GLEAMS considering parameter uncertainty.” 1996. Web. 19 Sep 2019.

Vancouver:

Clouse RW. Evaluation of GLEAMS considering parameter uncertainty. [Internet] [Masters thesis]. Virginia Tech; 1996. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/44516.

Council of Science Editors:

Clouse RW. Evaluation of GLEAMS considering parameter uncertainty. [Masters Thesis]. Virginia Tech; 1996. Available from: http://hdl.handle.net/10919/44516


Virginia Tech

14. Terry, Angela M. Gripped end effect in tensile proof testing dimension lumber.

Degree: MS, Agricultural Engineering, 1988, Virginia Tech

 A testing procedure was developed to measure the effectiveness of tension proof testing, given that the gripped ends of the lumber do not fully experience… (more)

Subjects/Keywords: Lumber trade.; LD5655.V855 1988.T476

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APA (6th Edition):

Terry, A. M. (1988). Gripped end effect in tensile proof testing dimension lumber. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/43057

Chicago Manual of Style (16th Edition):

Terry, Angela M. “Gripped end effect in tensile proof testing dimension lumber.” 1988. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/43057.

MLA Handbook (7th Edition):

Terry, Angela M. “Gripped end effect in tensile proof testing dimension lumber.” 1988. Web. 19 Sep 2019.

Vancouver:

Terry AM. Gripped end effect in tensile proof testing dimension lumber. [Internet] [Masters thesis]. Virginia Tech; 1988. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/43057.

Council of Science Editors:

Terry AM. Gripped end effect in tensile proof testing dimension lumber. [Masters Thesis]. Virginia Tech; 1988. Available from: http://hdl.handle.net/10919/43057


Virginia Tech

15. Heine, Christian P. Simulated Response of Degrading Hysteretic Joints With Slack Behavior.

Degree: PhD, Wood Science and Forest Products, 2001, Virginia Tech

 A novel, general, numerical model is described that is capable of predicting the load-displacement relationship up to and at failure of multiple-bolt joints in timber… (more)

Subjects/Keywords: brittle failure; hysteresis model; slack systems; genetic algorithm; multiple bolts; dynamic

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APA (6th Edition):

Heine, C. P. (2001). Simulated Response of Degrading Hysteretic Joints With Slack Behavior. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28576

Chicago Manual of Style (16th Edition):

Heine, Christian P. “Simulated Response of Degrading Hysteretic Joints With Slack Behavior.” 2001. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/28576.

MLA Handbook (7th Edition):

Heine, Christian P. “Simulated Response of Degrading Hysteretic Joints With Slack Behavior.” 2001. Web. 19 Sep 2019.

Vancouver:

Heine CP. Simulated Response of Degrading Hysteretic Joints With Slack Behavior. [Internet] [Doctoral dissertation]. Virginia Tech; 2001. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/28576.

Council of Science Editors:

Heine CP. Simulated Response of Degrading Hysteretic Joints With Slack Behavior. [Doctoral Dissertation]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/28576


Virginia Tech

16. Carradine, David Marc. Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action.

Degree: PhD, Biological Systems Engineering, 2002, Virginia Tech

 Modern timber frame buildings are a unique combination of ancient carpentry techniques coupled with one of the newest enclosure systems found on construction sites around… (more)

Subjects/Keywords: diaphragm design; timber frame; structural insulated panels; lateral loads

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APA (6th Edition):

Carradine, D. M. (2002). Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28652

Chicago Manual of Style (16th Edition):

Carradine, David Marc. “Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action.” 2002. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/28652.

MLA Handbook (7th Edition):

Carradine, David Marc. “Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action.” 2002. Web. 19 Sep 2019.

Vancouver:

Carradine DM. Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action. [Internet] [Doctoral dissertation]. Virginia Tech; 2002. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/28652.

Council of Science Editors:

Carradine DM. Methodology for the Design of Timber Frame Structures Utilizing Diaphragm Action. [Doctoral Dissertation]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/28652


Virginia Tech

17. Salenikovich, Alexander J. The Racking Performance of Light-Frame Shear Walls.

Degree: PhD, Wood Science and Forest Products, 2000, Virginia Tech

 The response of light-frame timber shear walls to lateral forces is the focus of the dissertation. The objective of this study was to obtain performance… (more)

Subjects/Keywords: aspect ratio; monotonic and cyclic loading; overturning restraint

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APA (6th Edition):

Salenikovich, A. J. (2000). The Racking Performance of Light-Frame Shear Walls. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/28963

Chicago Manual of Style (16th Edition):

Salenikovich, Alexander J. “The Racking Performance of Light-Frame Shear Walls.” 2000. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/28963.

MLA Handbook (7th Edition):

Salenikovich, Alexander J. “The Racking Performance of Light-Frame Shear Walls.” 2000. Web. 19 Sep 2019.

Vancouver:

Salenikovich AJ. The Racking Performance of Light-Frame Shear Walls. [Internet] [Doctoral dissertation]. Virginia Tech; 2000. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/28963.

Council of Science Editors:

Salenikovich AJ. The Racking Performance of Light-Frame Shear Walls. [Doctoral Dissertation]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/28963


Virginia Tech

18. Buck, Sharon Perkins. Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution.

Degree: MS, Biological Systems Engineering, 1997, Virginia Tech

 A probabilistic risk assessment (PRA) for the discharge of excessive nitrogen from nonpoint sources (NPSs) to a stream was performed for a small agricultural watershed… (more)

Subjects/Keywords: nonpoint source pollution; probabilistic risk assessment

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APA (6th Edition):

Buck, S. P. (1997). Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36525

Chicago Manual of Style (16th Edition):

Buck, Sharon Perkins. “Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution.” 1997. Masters Thesis, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/36525.

MLA Handbook (7th Edition):

Buck, Sharon Perkins. “Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution.” 1997. Web. 19 Sep 2019.

Vancouver:

Buck SP. Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/36525.

Council of Science Editors:

Buck SP. Applying Probabilistic Risk Assessment to Agricultural Nonpoint Source Pollution. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36525


Virginia Tech

19. Kalkert, Robert E. Improving the vibrational performance of wood floor systems.

Degree: PhD, Wood Science and Forest Products, 1997, Virginia Tech

 A displacement-based Rayleigh-Ritz finite element model is developed to simulate the static and dynamic behavior of stiffened plates. By con1paring natural frequency, time-history, and power… (more)

Subjects/Keywords: Rayleigh-Ritz finite element model; LD5655.V856 1997.K355

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APA (6th Edition):

Kalkert, R. E. (1997). Improving the vibrational performance of wood floor systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39585

Chicago Manual of Style (16th Edition):

Kalkert, Robert E. “Improving the vibrational performance of wood floor systems.” 1997. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/39585.

MLA Handbook (7th Edition):

Kalkert, Robert E. “Improving the vibrational performance of wood floor systems.” 1997. Web. 19 Sep 2019.

Vancouver:

Kalkert RE. Improving the vibrational performance of wood floor systems. [Internet] [Doctoral dissertation]. Virginia Tech; 1997. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/39585.

Council of Science Editors:

Kalkert RE. Improving the vibrational performance of wood floor systems. [Doctoral Dissertation]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/39585


Virginia Tech

20. Mackes, Kurt H. Predicting the static bending behavior of pallets with panel decks.

Degree: PhD, Wood Science and Forest Products, 1998, Virginia Tech

  With increased use of pallets constructed utilizing structural panel decks, there is a need for a standardized, reliability-based design system, PDS-PANEL, to assist in… (more)

Subjects/Keywords: standardized panel-deck pallets; LD5655.V856 1998.M335

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APA (6th Edition):

Mackes, K. H. (1998). Predicting the static bending behavior of pallets with panel decks. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39208

Chicago Manual of Style (16th Edition):

Mackes, Kurt H. “Predicting the static bending behavior of pallets with panel decks.” 1998. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/39208.

MLA Handbook (7th Edition):

Mackes, Kurt H. “Predicting the static bending behavior of pallets with panel decks.” 1998. Web. 19 Sep 2019.

Vancouver:

Mackes KH. Predicting the static bending behavior of pallets with panel decks. [Internet] [Doctoral dissertation]. Virginia Tech; 1998. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/39208.

Council of Science Editors:

Mackes KH. Predicting the static bending behavior of pallets with panel decks. [Doctoral Dissertation]. Virginia Tech; 1998. Available from: http://hdl.handle.net/10919/39208


Virginia Tech

21. Gamalath, Sandhya Samarasinghe. Long-term creep modeling of wood using time temperature superposition principle.

Degree: PhD, Wood Science and Forest Products, 1991, Virginia Tech

  Long-term creep and recovery models (master curves) were developed from short-term data using the time temperature superposition principle (TTSP) for kiln-dried southern pine loaded… (more)

Subjects/Keywords: Creep testing machines; Wood; LD5655.V856 1991.G373

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APA (6th Edition):

Gamalath, S. S. (1991). Long-term creep modeling of wood using time temperature superposition principle. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39411

Chicago Manual of Style (16th Edition):

Gamalath, Sandhya Samarasinghe. “Long-term creep modeling of wood using time temperature superposition principle.” 1991. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/39411.

MLA Handbook (7th Edition):

Gamalath, Sandhya Samarasinghe. “Long-term creep modeling of wood using time temperature superposition principle.” 1991. Web. 19 Sep 2019.

Vancouver:

Gamalath SS. Long-term creep modeling of wood using time temperature superposition principle. [Internet] [Doctoral dissertation]. Virginia Tech; 1991. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/39411.

Council of Science Editors:

Gamalath SS. Long-term creep modeling of wood using time temperature superposition principle. [Doctoral Dissertation]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/39411


Virginia Tech

22. Skaggs, Thomas D. Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors.

Degree: PhD, Biological Systems Engineering, 1995, Virginia Tech

 A model that simulates test of metal:-plate-connected wood trusses was developed. The truss test model built on previous research efforts to simulate ultimate failure of… (more)

Subjects/Keywords: LD5655.V856 1995.S634

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APA (6th Edition):

Skaggs, T. D. (1995). Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38124

Chicago Manual of Style (16th Edition):

Skaggs, Thomas D. “Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors.” 1995. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/38124.

MLA Handbook (7th Edition):

Skaggs, Thomas D. “Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors.” 1995. Web. 19 Sep 2019.

Vancouver:

Skaggs TD. Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/38124.

Council of Science Editors:

Skaggs TD. Metal-plate-connected joint and lumber safety factors and their influence on wood truss safety factors. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/38124


Virginia Tech

23. Kumar, Dipmani. Parameter uncertainty in nonpoint source pollution modeling.

Degree: PhD, Biological Systems Engineering, 1995, Virginia Tech

 The inherently non-deterministic nature of inputs in nonpoint source (NPS) pollution modeling and the lack of information in many cases resuHs in considerable uncertainty in… (more)

Subjects/Keywords: pollution modeling; LD5655.V856 1995.K863

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APA (6th Edition):

Kumar, D. (1995). Parameter uncertainty in nonpoint source pollution modeling. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29190

Chicago Manual of Style (16th Edition):

Kumar, Dipmani. “Parameter uncertainty in nonpoint source pollution modeling.” 1995. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/29190.

MLA Handbook (7th Edition):

Kumar, Dipmani. “Parameter uncertainty in nonpoint source pollution modeling.” 1995. Web. 19 Sep 2019.

Vancouver:

Kumar D. Parameter uncertainty in nonpoint source pollution modeling. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/29190.

Council of Science Editors:

Kumar D. Parameter uncertainty in nonpoint source pollution modeling. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/29190


Virginia Tech

24. Cooke, Richard. Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties.

Degree: PhD, Agricultural Engineering, 1993, Virginia Tech

see document Advisors/Committee Members: Mostaghimi, Saied (committeechair), Campbell, James B. Jr. (committee member), Heatwole, Conrad D. (committee member), Parker, John C. (committee member), Woeste, Frank E. (committee member), Perumpral, John V. (committee member).

Subjects/Keywords: Soil moisture Mathematical models.; LD5655.V856 1993.C664

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APA (6th Edition):

Cooke, R. (1993). Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38787

Chicago Manual of Style (16th Edition):

Cooke, Richard. “Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties.” 1993. Doctoral Dissertation, Virginia Tech. Accessed September 19, 2019. http://hdl.handle.net/10919/38787.

MLA Handbook (7th Edition):

Cooke, Richard. “Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties.” 1993. Web. 19 Sep 2019.

Vancouver:

Cooke R. Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties. [Internet] [Doctoral dissertation]. Virginia Tech; 1993. [cited 2019 Sep 19]. Available from: http://hdl.handle.net/10919/38787.

Council of Science Editors:

Cooke R. Development of phenomenologically-based distribution fitting procedures and spatial processes for mixed population soil properties. [Doctoral Dissertation]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/38787

.