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:"Virginia Tech" +contributor:("Eatherton, Matthew R."). Showing records 1 – 5 of 5 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Virginia Tech

1. Grey, Christopher Norton. Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading.

Degree: MS, Structural Engineering and Materials, 2011, Virginia Tech

 Cold-Formed Steel Behavior –  –  –  – Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes – Presently, the current design methods available to engineers to… (more)

Subjects/Keywords: finite strip method; direct strength method; computational modeling; finite element solution

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Grey, C. N. (2011). Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32829

Chicago Manual of Style (16th Edition):

Grey, Christopher Norton. “Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading.” 2011. Masters Thesis, Virginia Tech. Accessed July 17, 2019. http://hdl.handle.net/10919/32829.

MLA Handbook (7th Edition):

Grey, Christopher Norton. “Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading.” 2011. Web. 17 Jul 2019.

Vancouver:

Grey CN. Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10919/32829.

Council of Science Editors:

Grey CN. Cold-Formed Steel Behavior: Elastic Buckling Simplified Methods for Structural Members with Edge-Stiffened Holes and Purlin Distortional Buckling Strength Under Gravity Loading. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/32829


Virginia Tech

2. Woerheide, Andrew James. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 As the aging bridges and infrastructure within the US continue to deteriorate, traffic delays due to construction will become more and more common. One method… (more)

Subjects/Keywords: prestress loss; shear studs; post-tensioning; deck panels; bridge deck

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Woerheide, A. J. (2012). Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34126

Chicago Manual of Style (16th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Masters Thesis, Virginia Tech. Accessed July 17, 2019. http://hdl.handle.net/10919/34126.

MLA Handbook (7th Edition):

Woerheide, Andrew James. “Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges.” 2012. Web. 17 Jul 2019.

Vancouver:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10919/34126.

Council of Science Editors:

Woerheide AJ. Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34126


Virginia Tech

3. Tola, Adrian Patricio. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 This thesis reviews the parameters required to perform linear response history analysis according to Chapter 16 of the American Standard ASCE 7-10. A careful analysis… (more)

Subjects/Keywords: structural modeling; accidental torsion; diaphragm flexibility; artificial seismograms; selection and scaling of ground motions; Linear response history analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tola, A. P. (2010). Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36106

Chicago Manual of Style (16th Edition):

Tola, Adrian Patricio. “Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.” 2010. Masters Thesis, Virginia Tech. Accessed July 17, 2019. http://hdl.handle.net/10919/36106.

MLA Handbook (7th Edition):

Tola, Adrian Patricio. “Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis.” 2010. Web. 17 Jul 2019.

Vancouver:

Tola AP. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10919/36106.

Council of Science Editors:

Tola AP. Development of a Comprehensive Linear Response History Analysis Procedure for Seismic Load Analysis. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/36106


Virginia Tech

4. Corner, Sebastien Marc William. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.

Degree: MS, Mechanical Engineering, 2014, Virginia Tech

 This research introduces a proposed model for predicting tilting angle and limit states of single-fastened cold-formed steel-to-steel shear connections. Predictions are validated through an experimental… (more)

Subjects/Keywords: self-drilling fastener; cold-formed steel; deformation; limit states

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Corner, S. M. W. (2014). Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78073

Chicago Manual of Style (16th Edition):

Corner, Sebastien Marc William. “Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.” 2014. Masters Thesis, Virginia Tech. Accessed July 17, 2019. http://hdl.handle.net/10919/78073.

MLA Handbook (7th Edition):

Corner, Sebastien Marc William. “Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models.” 2014. Web. 17 Jul 2019.

Vancouver:

Corner SMW. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10919/78073.

Council of Science Editors:

Corner SMW. Screw-Fastened Cold-Formed Steel-to-Steel Shear Connection Behavior and Models. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/78073


Virginia Tech

5. Verma, Amber. Influence of Column-Base Fixity On Lateral Drift of Gable Frames.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 In a typical light metal building, the structural members are designed for the forces and moments obtained from the wind drift analysis, which assumes pinned… (more)

Subjects/Keywords: Metal Buildings; Column-Base Connection; Rotational Stiffness; Maximum Bearing Pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Verma, A. (2012). Influence of Column-Base Fixity On Lateral Drift of Gable Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42686

Chicago Manual of Style (16th Edition):

Verma, Amber. “Influence of Column-Base Fixity On Lateral Drift of Gable Frames.” 2012. Masters Thesis, Virginia Tech. Accessed July 17, 2019. http://hdl.handle.net/10919/42686.

MLA Handbook (7th Edition):

Verma, Amber. “Influence of Column-Base Fixity On Lateral Drift of Gable Frames.” 2012. Web. 17 Jul 2019.

Vancouver:

Verma A. Influence of Column-Base Fixity On Lateral Drift of Gable Frames. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Jul 17]. Available from: http://hdl.handle.net/10919/42686.

Council of Science Editors:

Verma A. Influence of Column-Base Fixity On Lateral Drift of Gable Frames. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/42686

.