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You searched for subject:( trusses). Showing records 1 – 30 of 205 total matches.

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McGill University

1. Bauer, Dominique. Tests of HSS triangular truss segments.

Degree: M. Eng., Department of Civil Engineering, 1981, McGill University

Note:

Tests of five triangular truss sections made of HSS (Hollow Structural Section) members were carried out to investigate the behaviour of joints with four… (more)

Subjects/Keywords: Trusses.

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APA (6th Edition):

Bauer, D. (1981). Tests of HSS triangular truss segments. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile151903.pdf

Chicago Manual of Style (16th Edition):

Bauer, Dominique. “Tests of HSS triangular truss segments.” 1981. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile151903.pdf.

MLA Handbook (7th Edition):

Bauer, Dominique. “Tests of HSS triangular truss segments.” 1981. Web. 28 Jan 2020.

Vancouver:

Bauer D. Tests of HSS triangular truss segments. [Internet] [Masters thesis]. McGill University; 1981. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile151903.pdf.

Council of Science Editors:

Bauer D. Tests of HSS triangular truss segments. [Masters Thesis]. McGill University; 1981. Available from: http://digitool.library.mcgill.ca/thesisfile151903.pdf


Oregon State University

2. Vatovec, Milan. Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints.

Degree: PhD, Forest Products, 1995, Oregon State University

 A commercially available, three-dimensional (3-D) finite-element (FE) analysis program was used to model metal-plate-connected (MPC) joints in wooden trusses. The model's features included consideration of… (more)

Subjects/Keywords: Trusses

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APA (6th Edition):

Vatovec, M. (1995). Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18377

Chicago Manual of Style (16th Edition):

Vatovec, Milan. “Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints.” 1995. Doctoral Dissertation, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/18377.

MLA Handbook (7th Edition):

Vatovec, Milan. “Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints.” 1995. Web. 28 Jan 2020.

Vancouver:

Vatovec M. Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints. [Internet] [Doctoral dissertation]. Oregon State University; 1995. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/18377.

Council of Science Editors:

Vatovec M. Analytical and experimental investigation of the behavior of metal-plate-connected wood truss joints. [Doctoral Dissertation]. Oregon State University; 1995. Available from: http://hdl.handle.net/1957/18377


University of British Columbia

3. Hrennikoff, Alexander. Elastic stability of a pony truss .

Degree: 1933, University of British Columbia

 The author of this paper endeavor to find an expression for the value of the load, which causes collapse of certain type of bridge without… (more)

Subjects/Keywords: trusses

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APA (6th Edition):

Hrennikoff, A. (1933). Elastic stability of a pony truss . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/41506

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hrennikoff, Alexander. “Elastic stability of a pony truss .” 1933. Thesis, University of British Columbia. Accessed January 28, 2020. http://hdl.handle.net/2429/41506.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hrennikoff, Alexander. “Elastic stability of a pony truss .” 1933. Web. 28 Jan 2020.

Vancouver:

Hrennikoff A. Elastic stability of a pony truss . [Internet] [Thesis]. University of British Columbia; 1933. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/2429/41506.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hrennikoff A. Elastic stability of a pony truss . [Thesis]. University of British Columbia; 1933. Available from: http://hdl.handle.net/2429/41506

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Michigan State University

4. Belding, Bradley Ernest. On truss optimization by a homogenization method.

Degree: MS, Department of Mechanical Engineering, 1990, Michigan State University

Subjects/Keywords: Trusses

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APA (6th Edition):

Belding, B. E. (1990). On truss optimization by a homogenization method. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:29010

Chicago Manual of Style (16th Edition):

Belding, Bradley Ernest. “On truss optimization by a homogenization method.” 1990. Masters Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:29010.

MLA Handbook (7th Edition):

Belding, Bradley Ernest. “On truss optimization by a homogenization method.” 1990. Web. 28 Jan 2020.

Vancouver:

Belding BE. On truss optimization by a homogenization method. [Internet] [Masters thesis]. Michigan State University; 1990. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:29010.

Council of Science Editors:

Belding BE. On truss optimization by a homogenization method. [Masters Thesis]. Michigan State University; 1990. Available from: http://etd.lib.msu.edu/islandora/object/etd:29010


Michigan State University

5. Arnold, Lloyd L. An investigation of an existing non-parallel chord truss for increased loading.

Degree: B.S., 1931, Michigan State University

Subjects/Keywords: Trusses

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APA (6th Edition):

Arnold, L. L. (1931). An investigation of an existing non-parallel chord truss for increased loading. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:10817

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Arnold, Lloyd L. “An investigation of an existing non-parallel chord truss for increased loading.” 1931. Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:10817.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Arnold, Lloyd L. “An investigation of an existing non-parallel chord truss for increased loading.” 1931. Web. 28 Jan 2020.

Vancouver:

Arnold LL. An investigation of an existing non-parallel chord truss for increased loading. [Internet] [Thesis]. Michigan State University; 1931. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:10817.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Arnold LL. An investigation of an existing non-parallel chord truss for increased loading. [Thesis]. Michigan State University; 1931. Available from: http://etd.lib.msu.edu/islandora/object/etd:10817

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Michigan State University

6. Mielock, Philip James. Analysis and design of thirty foot single slope wood trusses.

Degree: MS, 1959, Michigan State University

Subjects/Keywords: Trusses

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APA (6th Edition):

Mielock, P. J. (1959). Analysis and design of thirty foot single slope wood trusses. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13503

Chicago Manual of Style (16th Edition):

Mielock, Philip James. “Analysis and design of thirty foot single slope wood trusses.” 1959. Masters Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:13503.

MLA Handbook (7th Edition):

Mielock, Philip James. “Analysis and design of thirty foot single slope wood trusses.” 1959. Web. 28 Jan 2020.

Vancouver:

Mielock PJ. Analysis and design of thirty foot single slope wood trusses. [Internet] [Masters thesis]. Michigan State University; 1959. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13503.

Council of Science Editors:

Mielock PJ. Analysis and design of thirty foot single slope wood trusses. [Masters Thesis]. Michigan State University; 1959. Available from: http://etd.lib.msu.edu/islandora/object/etd:13503


Michigan State University

7. Cooper, Harold H. A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses.

Degree: B.S., 1936, Michigan State University

Subjects/Keywords: Trusses

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APA (6th Edition):

Cooper, H. H. (1936). A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:39689

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Cooper, Harold H. “A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses.” 1936. Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:39689.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Cooper, Harold H. “A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses.” 1936. Web. 28 Jan 2020.

Vancouver:

Cooper HH. A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses. [Internet] [Thesis]. Michigan State University; 1936. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:39689.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Cooper HH. A study of the general types of timber joint construction, timber splices and built-up members used in roof trusses. [Thesis]. Michigan State University; 1936. Available from: http://etd.lib.msu.edu/islandora/object/etd:39689

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


McGill University

8. Bauer, Dominique. Triangular trusses fabricated from rectangular hollow sections.

Degree: PhD, Department of Civil Engineering and Applied Mechanics., 1987, McGill University

 This thesis deals with the behaviour and design of triangular trusses fabricated from Hollow Structural Sections (HSS), with two Warren-type web planes and a single… (more)

Subjects/Keywords: Trusses; Trusses  – Testing.

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APA (6th Edition):

Bauer, D. (1987). Triangular trusses fabricated from rectangular hollow sections. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile75364.pdf

Chicago Manual of Style (16th Edition):

Bauer, Dominique. “Triangular trusses fabricated from rectangular hollow sections.” 1987. Doctoral Dissertation, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile75364.pdf.

MLA Handbook (7th Edition):

Bauer, Dominique. “Triangular trusses fabricated from rectangular hollow sections.” 1987. Web. 28 Jan 2020.

Vancouver:

Bauer D. Triangular trusses fabricated from rectangular hollow sections. [Internet] [Doctoral dissertation]. McGill University; 1987. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile75364.pdf.

Council of Science Editors:

Bauer D. Triangular trusses fabricated from rectangular hollow sections. [Doctoral Dissertation]. McGill University; 1987. Available from: http://digitool.library.mcgill.ca/thesisfile75364.pdf


Oregon State University

9. Dung, Da-Ren. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly.

Degree: MS, Forest Products, 1999, Oregon State University

 This study presents a practical method to model an actual Metal-Plate- Connected (MPC) roof truss assembly using a commercial program, SAP2000, to investigate its system… (more)

Subjects/Keywords: Roof trusses

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APA (6th Edition):

Dung, D. (1999). A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18411

Chicago Manual of Style (16th Edition):

Dung, Da-Ren. “A practical method to analyze the system effects of a metal-plate-connected wood truss assembly.” 1999. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/18411.

MLA Handbook (7th Edition):

Dung, Da-Ren. “A practical method to analyze the system effects of a metal-plate-connected wood truss assembly.” 1999. Web. 28 Jan 2020.

Vancouver:

Dung D. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. [Internet] [Masters thesis]. Oregon State University; 1999. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/18411.

Council of Science Editors:

Dung D. A practical method to analyze the system effects of a metal-plate-connected wood truss assembly. [Masters Thesis]. Oregon State University; 1999. Available from: http://hdl.handle.net/1957/18411


University of North Texas

10. Panyanouvong, Mark. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.

Degree: 2012, University of North Texas

 The existing design provision in North American Specification for Cold- Formed Steel Structural Member (AISI S100) for the bearing strength of bolted connections were developed… (more)

Subjects/Keywords: Cold-formed; steel; trusses

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APA (6th Edition):

Panyanouvong, M. (2012). Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc115135/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Panyanouvong, Mark. “Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.” 2012. Thesis, University of North Texas. Accessed January 28, 2020. https://digital.library.unt.edu/ark:/67531/metadc115135/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Panyanouvong, Mark. “Bearing Strength of Cold Formed Steel Bolted Connections in Trusses.” 2012. Web. 28 Jan 2020.

Vancouver:

Panyanouvong M. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. [Internet] [Thesis]. University of North Texas; 2012. [cited 2020 Jan 28]. Available from: https://digital.library.unt.edu/ark:/67531/metadc115135/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Panyanouvong M. Bearing Strength of Cold Formed Steel Bolted Connections in Trusses. [Thesis]. University of North Texas; 2012. Available from: https://digital.library.unt.edu/ark:/67531/metadc115135/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

11. 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

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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 January 28, 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. 28 Jan 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 Jan 28]. 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

12. Brunell, Garrett Floyd. Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons.

Degree: MS, Civil and Environmental Engineering, 2012, North Dakota State University

 This research program investigates the performance of a steel truss bridge when subjected to both localized web damage and a subsequent post-tensioned strengthening approach. The… (more)

Subjects/Keywords: Carbon fiber-reinforced plastics.; Trusses.; Static tests.

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APA (6th Edition):

Brunell, G. F. (2012). Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons. (Masters Thesis). North Dakota State University. Retrieved from http://hdl.handle.net/10365/26559

Chicago Manual of Style (16th Edition):

Brunell, Garrett Floyd. “Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons.” 2012. Masters Thesis, North Dakota State University. Accessed January 28, 2020. http://hdl.handle.net/10365/26559.

MLA Handbook (7th Edition):

Brunell, Garrett Floyd. “Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons.” 2012. Web. 28 Jan 2020.

Vancouver:

Brunell GF. Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons. [Internet] [Masters thesis]. North Dakota State University; 2012. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10365/26559.

Council of Science Editors:

Brunell GF. Functionality of a Damaged Steel Truss Bridge Strengthened with Post-Tensioned CFRP Tendons. [Masters Thesis]. North Dakota State University; 2012. Available from: http://hdl.handle.net/10365/26559


Brno University of Technology

13. Pilařová, Jana. Technologická etapa zastřešení haly ve Všeradově .

Degree: 2012, Brno University of Technology

 Tématem mé bakalářské práce je ,, Technologická etapa zastřešení haly ve Všeradově“. Hlavním úkolem této práce je navrhnout dvě varianty zastřešení haly včetně různých zvedacích… (more)

Subjects/Keywords: Zastřešení; betonový vazník; dřevěný vazník; vaznice; trapézový plech; jeřáb; Roofing; concrete trusses; wooden trusses; a purlin; trapezoidal sheets and a crane

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APA (6th Edition):

Pilařová, J. (2012). Technologická etapa zastřešení haly ve Všeradově . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/9585

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pilařová, Jana. “Technologická etapa zastřešení haly ve Všeradově .” 2012. Thesis, Brno University of Technology. Accessed January 28, 2020. http://hdl.handle.net/11012/9585.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pilařová, Jana. “Technologická etapa zastřešení haly ve Všeradově .” 2012. Web. 28 Jan 2020.

Vancouver:

Pilařová J. Technologická etapa zastřešení haly ve Všeradově . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/11012/9585.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pilařová J. Technologická etapa zastřešení haly ve Všeradově . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/9585

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Michigan State University

14. Kawal, Donald Edmund. The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates.

Degree: MS, Dept. of Forest Products, 1965, Michigan State University

Subjects/Keywords: Roof trusses – Moisture; Roof trusses – Dryness; Lumber – Standards

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APA (6th Edition):

Kawal, D. E. (1965). The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:11037

Chicago Manual of Style (16th Edition):

Kawal, Donald Edmund. “The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates.” 1965. Masters Thesis, Michigan State University. Accessed January 28, 2020. http://etd.lib.msu.edu/islandora/object/etd:11037.

MLA Handbook (7th Edition):

Kawal, Donald Edmund. “The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates.” 1965. Web. 28 Jan 2020.

Vancouver:

Kawal DE. The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates. [Internet] [Masters thesis]. Michigan State University; 1965. [cited 2020 Jan 28]. Available from: http://etd.lib.msu.edu/islandora/object/etd:11037.

Council of Science Editors:

Kawal DE. The influence of member stiffness and moisture content history on the deflection behavior of a truss fastened with metal plates. [Masters Thesis]. Michigan State University; 1965. Available from: http://etd.lib.msu.edu/islandora/object/etd:11037


California State University – Northridge

15. Shaolian, Soleyman K. Optimum geometry of statically determinant trusses.

Degree: MS, Department of Engineering, 1983, California State University – Northridge

 The purpose of this study is to optimize the topology of a statically determinant truss, given the load environment and the member connectivity of the… (more)

Subjects/Keywords: Trusses.; Dissertations, Academic  – CSUN  – Engineering

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APA (6th Edition):

Shaolian, S. K. (1983). Optimum geometry of statically determinant trusses. (Masters Thesis). California State University – Northridge. Retrieved from http://hdl.handle.net/10211.3/128273

Chicago Manual of Style (16th Edition):

Shaolian, Soleyman K. “Optimum geometry of statically determinant trusses.” 1983. Masters Thesis, California State University – Northridge. Accessed January 28, 2020. http://hdl.handle.net/10211.3/128273.

MLA Handbook (7th Edition):

Shaolian, Soleyman K. “Optimum geometry of statically determinant trusses.” 1983. Web. 28 Jan 2020.

Vancouver:

Shaolian SK. Optimum geometry of statically determinant trusses. [Internet] [Masters thesis]. California State University – Northridge; 1983. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10211.3/128273.

Council of Science Editors:

Shaolian SK. Optimum geometry of statically determinant trusses. [Masters Thesis]. California State University – Northridge; 1983. Available from: http://hdl.handle.net/10211.3/128273

16. Pathi, Soumya Sundar. Investigation of genetic algorithm design representation for multi-objective truss optimization.

Degree: 2006, Texas A&M University

 The objective of this research is to develop a flexible design grammar and genetic algorithm representation to be used in a multi-objective optimization method to… (more)

Subjects/Keywords: Optimization; roof trusses

Trusses obtained after the 100th generation for 40-ft span............................. 36 4.7… …Trusses obtained after the 400th generation for 40-ft span............................. 36 4.8… …Trusses obtained after the 700th generation for 40-ft span............................. 37 4.9… …Trusses obtained after the 1000th generation for 40-ft span........................... 37 4.10… …38 4.12 Trusses after the 100th generation for 60-ft span… 

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APA (6th Edition):

Pathi, S. S. (2006). Investigation of genetic algorithm design representation for multi-objective truss optimization. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/4430

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Pathi, Soumya Sundar. “Investigation of genetic algorithm design representation for multi-objective truss optimization.” 2006. Thesis, Texas A&M University. Accessed January 28, 2020. http://hdl.handle.net/1969.1/4430.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Pathi, Soumya Sundar. “Investigation of genetic algorithm design representation for multi-objective truss optimization.” 2006. Web. 28 Jan 2020.

Vancouver:

Pathi SS. Investigation of genetic algorithm design representation for multi-objective truss optimization. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1969.1/4430.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Pathi SS. Investigation of genetic algorithm design representation for multi-objective truss optimization. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/4430

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

17. Kasal, Bohumil. In-plane stability of truss chords with application to wood trusses.

Degree: MS, Civil Engineering, 1993, Oregon State University

 Stability analysis of truss chords loaded by a combination of axial and lateral forces is studied. A simple model based on beam-column theory is proposed… (more)

Subjects/Keywords: Roof trusses  – Mathematical models

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APA (6th Edition):

Kasal, B. (1993). In-plane stability of truss chords with application to wood trusses. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/35834

Chicago Manual of Style (16th Edition):

Kasal, Bohumil. “In-plane stability of truss chords with application to wood trusses.” 1993. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/35834.

MLA Handbook (7th Edition):

Kasal, Bohumil. “In-plane stability of truss chords with application to wood trusses.” 1993. Web. 28 Jan 2020.

Vancouver:

Kasal B. In-plane stability of truss chords with application to wood trusses. [Internet] [Masters thesis]. Oregon State University; 1993. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/35834.

Council of Science Editors:

Kasal B. In-plane stability of truss chords with application to wood trusses. [Masters Thesis]. Oregon State University; 1993. Available from: http://hdl.handle.net/1957/35834


University of Florida

18. Datin, Peter. Structural Load Paths in Low-Rise, Wood-Framed Structures.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Light-framed wood residential buildings continue to suffer damage from extreme wind events, even at wind speeds below design levels. One of the major findings in… (more)

Subjects/Keywords: Buildings; Gables; Hurricanes; Modeling; Roofs; Scale modeling; Stiffness; Tributaries; Trusses; Wood

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APA (6th Edition):

Datin, P. (2010). Structural Load Paths in Low-Rise, Wood-Framed Structures. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0042347

Chicago Manual of Style (16th Edition):

Datin, Peter. “Structural Load Paths in Low-Rise, Wood-Framed Structures.” 2010. Doctoral Dissertation, University of Florida. Accessed January 28, 2020. http://ufdc.ufl.edu/UFE0042347.

MLA Handbook (7th Edition):

Datin, Peter. “Structural Load Paths in Low-Rise, Wood-Framed Structures.” 2010. Web. 28 Jan 2020.

Vancouver:

Datin P. Structural Load Paths in Low-Rise, Wood-Framed Structures. [Internet] [Doctoral dissertation]. University of Florida; 2010. [cited 2020 Jan 28]. Available from: http://ufdc.ufl.edu/UFE0042347.

Council of Science Editors:

Datin P. Structural Load Paths in Low-Rise, Wood-Framed Structures. [Doctoral Dissertation]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0042347


Oregon State University

19. Limkatanyoo, Pranueng. System behavior of three-dimensional wood truss assemblies.

Degree: MS, Wood Science, 2003, Oregon State University

Subjects/Keywords: Roof trusses  – Design and construction

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APA (6th Edition):

Limkatanyoo, P. (2003). System behavior of three-dimensional wood truss assemblies. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/19870

Chicago Manual of Style (16th Edition):

Limkatanyoo, Pranueng. “System behavior of three-dimensional wood truss assemblies.” 2003. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/19870.

MLA Handbook (7th Edition):

Limkatanyoo, Pranueng. “System behavior of three-dimensional wood truss assemblies.” 2003. Web. 28 Jan 2020.

Vancouver:

Limkatanyoo P. System behavior of three-dimensional wood truss assemblies. [Internet] [Masters thesis]. Oregon State University; 2003. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/19870.

Council of Science Editors:

Limkatanyoo P. System behavior of three-dimensional wood truss assemblies. [Masters Thesis]. Oregon State University; 2003. Available from: http://hdl.handle.net/1957/19870


McGill University

20. Glebe, Martin W. Behaviour and strength of chord joints of triangular trusses made of hollow structural sections.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1980, McGill University

Subjects/Keywords: Welded joints.; Trusses.; Joints (Engineering)

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APA (6th Edition):

Glebe, M. W. (1980). Behaviour and strength of chord joints of triangular trusses made of hollow structural sections. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile52549.pdf

Chicago Manual of Style (16th Edition):

Glebe, Martin W. “Behaviour and strength of chord joints of triangular trusses made of hollow structural sections.” 1980. Masters Thesis, McGill University. Accessed January 28, 2020. http://digitool.library.mcgill.ca/thesisfile52549.pdf.

MLA Handbook (7th Edition):

Glebe, Martin W. “Behaviour and strength of chord joints of triangular trusses made of hollow structural sections.” 1980. Web. 28 Jan 2020.

Vancouver:

Glebe MW. Behaviour and strength of chord joints of triangular trusses made of hollow structural sections. [Internet] [Masters thesis]. McGill University; 1980. [cited 2020 Jan 28]. Available from: http://digitool.library.mcgill.ca/thesisfile52549.pdf.

Council of Science Editors:

Glebe MW. Behaviour and strength of chord joints of triangular trusses made of hollow structural sections. [Masters Thesis]. McGill University; 1980. Available from: http://digitool.library.mcgill.ca/thesisfile52549.pdf


Virginia Tech

21. Ponslet, Eric. Analytical and experimental comparison of deterministic and probabilistic optimization.

Degree: PhD, Aerospace Engineering, 1994, Virginia Tech

Subjects/Keywords: Trusses; LD5655.V856 1994.P667

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APA (6th Edition):

Ponslet, E. (1994). Analytical and experimental comparison of deterministic and probabilistic optimization. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27968

Chicago Manual of Style (16th Edition):

Ponslet, Eric. “Analytical and experimental comparison of deterministic and probabilistic optimization.” 1994. Doctoral Dissertation, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/27968.

MLA Handbook (7th Edition):

Ponslet, Eric. “Analytical and experimental comparison of deterministic and probabilistic optimization.” 1994. Web. 28 Jan 2020.

Vancouver:

Ponslet E. Analytical and experimental comparison of deterministic and probabilistic optimization. [Internet] [Doctoral dissertation]. Virginia Tech; 1994. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/27968.

Council of Science Editors:

Ponslet E. Analytical and experimental comparison of deterministic and probabilistic optimization. [Doctoral Dissertation]. Virginia Tech; 1994. Available from: http://hdl.handle.net/10919/27968


Virginia Tech

22. Stark, John W. The effect of lateral bracing on the dynamic response of wood floor systems.

Degree: MS, Civil Engineering, 1993, Virginia Tech

Subjects/Keywords: Trusses.; LD5655.V855 1993.S737

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APA (6th Edition):

Stark, J. W. (1993). The effect of lateral bracing on the dynamic response of wood floor systems. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40752

Chicago Manual of Style (16th Edition):

Stark, John W. “The effect of lateral bracing on the dynamic response of wood floor systems.” 1993. Masters Thesis, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/40752.

MLA Handbook (7th Edition):

Stark, John W. “The effect of lateral bracing on the dynamic response of wood floor systems.” 1993. Web. 28 Jan 2020.

Vancouver:

Stark JW. The effect of lateral bracing on the dynamic response of wood floor systems. [Internet] [Masters thesis]. Virginia Tech; 1993. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/40752.

Council of Science Editors:

Stark JW. The effect of lateral bracing on the dynamic response of wood floor systems. [Masters Thesis]. Virginia Tech; 1993. Available from: http://hdl.handle.net/10919/40752


Virginia Tech

23. Warrington, Thomas Joseph. Experiments and simulations of large-angle flexible beam control using an adaptive truss.

Degree: MS, Mechanical Engineering, 1991, Virginia Tech

Subjects/Keywords: Trusses.; LD5655.V855 1991.W373

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APA (6th Edition):

Warrington, T. J. (1991). Experiments and simulations of large-angle flexible beam control using an adaptive truss. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41344

Chicago Manual of Style (16th Edition):

Warrington, Thomas Joseph. “Experiments and simulations of large-angle flexible beam control using an adaptive truss.” 1991. Masters Thesis, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/41344.

MLA Handbook (7th Edition):

Warrington, Thomas Joseph. “Experiments and simulations of large-angle flexible beam control using an adaptive truss.” 1991. Web. 28 Jan 2020.

Vancouver:

Warrington TJ. Experiments and simulations of large-angle flexible beam control using an adaptive truss. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/41344.

Council of Science Editors:

Warrington TJ. Experiments and simulations of large-angle flexible beam control using an adaptive truss. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/41344


Virginia Tech

24. Lacy, David Terrell. An automated methodology for dynamic force analysis of adaptive spatial trusses.

Degree: MS, Mechanical Engineering, 1991, Virginia Tech

  The purpose of this thesis is to develop a formal methodology for determining the loads occurring in the members of an adaptive truss due… (more)

Subjects/Keywords: Trusses; LD5655.V855 1991.L339

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APA (6th Edition):

Lacy, D. T. (1991). An automated methodology for dynamic force analysis of adaptive spatial trusses. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/45484

Chicago Manual of Style (16th Edition):

Lacy, David Terrell. “An automated methodology for dynamic force analysis of adaptive spatial trusses.” 1991. Masters Thesis, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/45484.

MLA Handbook (7th Edition):

Lacy, David Terrell. “An automated methodology for dynamic force analysis of adaptive spatial trusses.” 1991. Web. 28 Jan 2020.

Vancouver:

Lacy DT. An automated methodology for dynamic force analysis of adaptive spatial trusses. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/45484.

Council of Science Editors:

Lacy DT. An automated methodology for dynamic force analysis of adaptive spatial trusses. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/45484


Virginia Tech

25. Rogers, Grover L. Analysis of trussed bents by moment distribution.

Degree: MS, Applied Mechanics, 1948, Virginia Tech

Subjects/Keywords: LD5655.V855 1948.R633; Trusses

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APA (6th Edition):

Rogers, G. L. (1948). Analysis of trussed bents by moment distribution. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52153

Chicago Manual of Style (16th Edition):

Rogers, Grover L. “Analysis of trussed bents by moment distribution.” 1948. Masters Thesis, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/52153.

MLA Handbook (7th Edition):

Rogers, Grover L. “Analysis of trussed bents by moment distribution.” 1948. Web. 28 Jan 2020.

Vancouver:

Rogers GL. Analysis of trussed bents by moment distribution. [Internet] [Masters thesis]. Virginia Tech; 1948. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/52153.

Council of Science Editors:

Rogers GL. Analysis of trussed bents by moment distribution. [Masters Thesis]. Virginia Tech; 1948. Available from: http://hdl.handle.net/10919/52153

26. Spagnuolo, Joseph Ermo. The application of moment distribution to trussed bents.

Degree: MS, Architectural Engineering, 1940, Virginia Agricultural and Mechanical College and Polytechnic Institute

Subjects/Keywords: LD5655.V855 1940.S623; Trusses

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APA (6th Edition):

Spagnuolo, J. E. (1940). The application of moment distribution to trussed bents. (Masters Thesis). Virginia Agricultural and Mechanical College and Polytechnic Institute. Retrieved from http://hdl.handle.net/10919/52217

Chicago Manual of Style (16th Edition):

Spagnuolo, Joseph Ermo. “The application of moment distribution to trussed bents.” 1940. Masters Thesis, Virginia Agricultural and Mechanical College and Polytechnic Institute. Accessed January 28, 2020. http://hdl.handle.net/10919/52217.

MLA Handbook (7th Edition):

Spagnuolo, Joseph Ermo. “The application of moment distribution to trussed bents.” 1940. Web. 28 Jan 2020.

Vancouver:

Spagnuolo JE. The application of moment distribution to trussed bents. [Internet] [Masters thesis]. Virginia Agricultural and Mechanical College and Polytechnic Institute; 1940. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/52217.

Council of Science Editors:

Spagnuolo JE. The application of moment distribution to trussed bents. [Masters Thesis]. Virginia Agricultural and Mechanical College and Polytechnic Institute; 1940. Available from: http://hdl.handle.net/10919/52217


Virginia Tech

27. Yates, Keith William. Optimization of slender space trusses utilizing a continuum model.

Degree: MS, Engineering Mechanics, 1992, Virginia Tech

 A method for the incorporation of continuum modeling in the optimization of large discrete structures is presented. The use of a continuum model facilitates decomposition… (more)

Subjects/Keywords: Trusses; LD5655.V855 1992.Y373

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APA (6th Edition):

Yates, K. W. (1992). Optimization of slender space trusses utilizing a continuum model. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46006

Chicago Manual of Style (16th Edition):

Yates, Keith William. “Optimization of slender space trusses utilizing a continuum model.” 1992. Masters Thesis, Virginia Tech. Accessed January 28, 2020. http://hdl.handle.net/10919/46006.

MLA Handbook (7th Edition):

Yates, Keith William. “Optimization of slender space trusses utilizing a continuum model.” 1992. Web. 28 Jan 2020.

Vancouver:

Yates KW. Optimization of slender space trusses utilizing a continuum model. [Internet] [Masters thesis]. Virginia Tech; 1992. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/10919/46006.

Council of Science Editors:

Yates KW. Optimization of slender space trusses utilizing a continuum model. [Masters Thesis]. Virginia Tech; 1992. Available from: http://hdl.handle.net/10919/46006


Oregon State University

28. Waltz, Miles E. Discrete compression web bracing design for light-frame wood trusses.

Degree: MS, Forest Products, 1998, Oregon State University

 As part of a roof framing system, light-frame wood trusses often require lateral bracing to reduce the effective length for flexural buckling of compression web… (more)

Subjects/Keywords: Roof trusses  – Design and construction

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APA (6th Edition):

Waltz, M. E. (1998). Discrete compression web bracing design for light-frame wood trusses. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/8919

Chicago Manual of Style (16th Edition):

Waltz, Miles E. “Discrete compression web bracing design for light-frame wood trusses.” 1998. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/8919.

MLA Handbook (7th Edition):

Waltz, Miles E. “Discrete compression web bracing design for light-frame wood trusses.” 1998. Web. 28 Jan 2020.

Vancouver:

Waltz ME. Discrete compression web bracing design for light-frame wood trusses. [Internet] [Masters thesis]. Oregon State University; 1998. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/8919.

Council of Science Editors:

Waltz ME. Discrete compression web bracing design for light-frame wood trusses. [Masters Thesis]. Oregon State University; 1998. Available from: http://hdl.handle.net/1957/8919


Oregon State University

29. Kent, Scott M. Dynamic behavior of metal-plate-connected wood truss joints.

Degree: MS, Forest Products, 1995, Oregon State University

 The objectives of this research were to evaluate the behavior of actual metal-plate-connected (MPC) tension-splice and heel wood truss joints under seismic loads from the… (more)

Subjects/Keywords: Trusses  – Design and construction

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APA (6th Edition):

Kent, S. M. (1995). Dynamic behavior of metal-plate-connected wood truss joints. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18430

Chicago Manual of Style (16th Edition):

Kent, Scott M. “Dynamic behavior of metal-plate-connected wood truss joints.” 1995. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/18430.

MLA Handbook (7th Edition):

Kent, Scott M. “Dynamic behavior of metal-plate-connected wood truss joints.” 1995. Web. 28 Jan 2020.

Vancouver:

Kent SM. Dynamic behavior of metal-plate-connected wood truss joints. [Internet] [Masters thesis]. Oregon State University; 1995. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/18430.

Council of Science Editors:

Kent SM. Dynamic behavior of metal-plate-connected wood truss joints. [Masters Thesis]. Oregon State University; 1995. Available from: http://hdl.handle.net/1957/18430


Oregon State University

30. Li, Zhong, 1968-. A practical approach to model the behavior of a metal-plate-connected wood truss system.

Degree: MS, Forest Products, 1996, Oregon State University

 Metal-plate-connected (MPC) trusses have traditionally been designed based on a tributary load distribution and a simplified truss model. This design method ignores the load-sharing and… (more)

Subjects/Keywords: Trusses  – Design and construction

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APA (6th Edition):

Li, Zhong, 1. (1996). A practical approach to model the behavior of a metal-plate-connected wood truss system. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18405

Chicago Manual of Style (16th Edition):

Li, Zhong, 1968-. “A practical approach to model the behavior of a metal-plate-connected wood truss system.” 1996. Masters Thesis, Oregon State University. Accessed January 28, 2020. http://hdl.handle.net/1957/18405.

MLA Handbook (7th Edition):

Li, Zhong, 1968-. “A practical approach to model the behavior of a metal-plate-connected wood truss system.” 1996. Web. 28 Jan 2020.

Vancouver:

Li, Zhong 1. A practical approach to model the behavior of a metal-plate-connected wood truss system. [Internet] [Masters thesis]. Oregon State University; 1996. [cited 2020 Jan 28]. Available from: http://hdl.handle.net/1957/18405.

Council of Science Editors:

Li, Zhong 1. A practical approach to model the behavior of a metal-plate-connected wood truss system. [Masters Thesis]. Oregon State University; 1996. Available from: http://hdl.handle.net/1957/18405

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