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You searched for subject:( truss). Showing records 1 – 30 of 693 total matches.

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Addis Ababa University

1. LEULE, MEBRATIE. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .

Degree: 2014, Addis Ababa University

 Safe and economic design of a structure is an indication of good computational process which has been followed in this work. This intensive computation of… (more)

Subjects/Keywords: LONG SPAN STEEL; TRUSS BRIDGES

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APA (6th Edition):

LEULE, M. (2014). CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4303

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):

LEULE, MEBRATIE. “CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .” 2014. Thesis, Addis Ababa University. Accessed August 24, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4303.

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

MLA Handbook (7th Edition):

LEULE, MEBRATIE. “CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .” 2014. Web. 24 Aug 2019.

Vancouver:

LEULE M. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Aug 24]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4303.

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

Council of Science Editors:

LEULE M. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4303

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


Addis Ababa University

2. LEULE, MEBRATIE. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .

Degree: 2012, Addis Ababa University

 Safe and economic design of a structure is an indication of good computational process which has been followed in this work. This intensive computation of… (more)

Subjects/Keywords: LONG SPAN STEEL TRUSS; BRIDGES

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APA (6th Edition):

LEULE, M. (2012). CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5936

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):

LEULE, MEBRATIE. “CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .” 2012. Thesis, Addis Ababa University. Accessed August 24, 2019. http://etd.aau.edu.et/dspace/handle/123456789/5936.

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

MLA Handbook (7th Edition):

LEULE, MEBRATIE. “CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES .” 2012. Web. 24 Aug 2019.

Vancouver:

LEULE M. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Aug 24]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5936.

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

Council of Science Editors:

LEULE M. CONNECTION STUDY OF LONG SPAN STEEL TRUSS BRIDGES . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5936

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


Oregon State University

3. Nguyen, Quang D. Image rectification tool for evaluation of gusset plate connections in steel truss bridges.

Degree: MS, Civil Engineering, 2009, Oregon State University

 A methodology was developed to permit rectification and metrification of digital images of steel truss gusset plate connections. The approach will enable rapid and accurate… (more)

Subjects/Keywords: Gusset Plate; Truss bridges  – Inspection

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APA (6th Edition):

Nguyen, Q. D. (2009). Image rectification tool for evaluation of gusset plate connections in steel truss bridges. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/10266

Chicago Manual of Style (16th Edition):

Nguyen, Quang D. “Image rectification tool for evaluation of gusset plate connections in steel truss bridges.” 2009. Masters Thesis, Oregon State University. Accessed August 24, 2019. http://hdl.handle.net/1957/10266.

MLA Handbook (7th Edition):

Nguyen, Quang D. “Image rectification tool for evaluation of gusset plate connections in steel truss bridges.” 2009. Web. 24 Aug 2019.

Vancouver:

Nguyen QD. Image rectification tool for evaluation of gusset plate connections in steel truss bridges. [Internet] [Masters thesis]. Oregon State University; 2009. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/1957/10266.

Council of Science Editors:

Nguyen QD. Image rectification tool for evaluation of gusset plate connections in steel truss bridges. [Masters Thesis]. Oregon State University; 2009. Available from: http://hdl.handle.net/1957/10266


McGill University

4. Boutin, Bernard A. Dynamics and Vibration Control of Articulating Truss Structures.

Degree: M. Eng., Department of Mechanical Engineering, 1995, McGill University

Note:

The dynamics of truss structures, articulated via a specific actuator arrangement, is examined in this thesis. The structure is treated as a flexible multi-body… (more)

Subjects/Keywords: Truss structures

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APA (6th Edition):

Boutin, B. A. (1995). Dynamics and Vibration Control of Articulating Truss Structures. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile162080.pdf

Chicago Manual of Style (16th Edition):

Boutin, Bernard A. “Dynamics and Vibration Control of Articulating Truss Structures.” 1995. Masters Thesis, McGill University. Accessed August 24, 2019. http://digitool.library.mcgill.ca/thesisfile162080.pdf.

MLA Handbook (7th Edition):

Boutin, Bernard A. “Dynamics and Vibration Control of Articulating Truss Structures.” 1995. Web. 24 Aug 2019.

Vancouver:

Boutin BA. Dynamics and Vibration Control of Articulating Truss Structures. [Internet] [Masters thesis]. McGill University; 1995. [cited 2019 Aug 24]. Available from: http://digitool.library.mcgill.ca/thesisfile162080.pdf.

Council of Science Editors:

Boutin BA. Dynamics and Vibration Control of Articulating Truss Structures. [Masters Thesis]. McGill University; 1995. Available from: http://digitool.library.mcgill.ca/thesisfile162080.pdf


Utah State University

5. Laurendeau, Matthew P. Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program.

Degree: MS, Civil and Environmental Engineering, 2011, Utah State University

  The Long Term Bridge Performance (LTBP) program is an organization within the Federal Highway Administration that inspects, tests, analyzes, and observes, for an extended… (more)

Subjects/Keywords: Arched Truss Bridge; Deck Truss Bridge; Finite-Element; Live-Load; Long Term Bridge Performance Program; Pratt Truss Bridge; Civil Engineering

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APA (6th Edition):

Laurendeau, M. P. (2011). Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/904

Chicago Manual of Style (16th Edition):

Laurendeau, Matthew P. “Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program.” 2011. Masters Thesis, Utah State University. Accessed August 24, 2019. https://digitalcommons.usu.edu/etd/904.

MLA Handbook (7th Edition):

Laurendeau, Matthew P. “Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program.” 2011. Web. 24 Aug 2019.

Vancouver:

Laurendeau MP. Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program. [Internet] [Masters thesis]. Utah State University; 2011. [cited 2019 Aug 24]. Available from: https://digitalcommons.usu.edu/etd/904.

Council of Science Editors:

Laurendeau MP. Live-Load Testing and Finite-Element Analysis of a Steel Cantilever Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program. [Masters Thesis]. Utah State University; 2011. Available from: https://digitalcommons.usu.edu/etd/904


Texas A&M University

6. Brown, Carlos Alberto. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.

Degree: 2017, Texas A&M University

 Fatigue of steel is a major cause of mechanical failure and as such is very important to the safe design of railroad bridges. Fatigue phenomena… (more)

Subjects/Keywords: Steel; Fatigue; Wear; Material; Historic; Bridge; Truss

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APA (6th Edition):

Brown, C. A. (2017). Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/161322

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):

Brown, Carlos Alberto. “Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.” 2017. Thesis, Texas A&M University. Accessed August 24, 2019. http://hdl.handle.net/1969.1/161322.

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

MLA Handbook (7th Edition):

Brown, Carlos Alberto. “Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges.” 2017. Web. 24 Aug 2019.

Vancouver:

Brown CA. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. [Internet] [Thesis]. Texas A&M University; 2017. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/1969.1/161322.

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

Council of Science Editors:

Brown CA. Fatigue and Wear of Steel Eyebars from Historic Railroad Bridges. [Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/161322

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


Lehigh University

7. Zhang, Lutong. Reliability of Trusses under Corrosion.

Degree: MS, Civil Engineering, 2014, Lehigh University

 The aim of this thesis is to develop a method for reliability analysis of truss structures that is appropriate for numerical calculation. A new method… (more)

Subjects/Keywords: reliability; truss; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Zhang, L. (2014). Reliability of Trusses under Corrosion. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1694

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):

Zhang, Lutong. “Reliability of Trusses under Corrosion.” 2014. Thesis, Lehigh University. Accessed August 24, 2019. https://preserve.lehigh.edu/etd/1694.

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

MLA Handbook (7th Edition):

Zhang, Lutong. “Reliability of Trusses under Corrosion.” 2014. Web. 24 Aug 2019.

Vancouver:

Zhang L. Reliability of Trusses under Corrosion. [Internet] [Thesis]. Lehigh University; 2014. [cited 2019 Aug 24]. Available from: https://preserve.lehigh.edu/etd/1694.

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

Council of Science Editors:

Zhang L. Reliability of Trusses under Corrosion. [Thesis]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1694

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


Penn State University

8. Reese, Lynsey. CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE.

Degree: MS, Civil Engineering, 2009, Penn State University

 Serious questions surrounding the strength and stability of truss bridges and the adequacy of the aging infrastructure have arisen due to the collapses of the… (more)

Subjects/Keywords: Deterioration; Critical Member Removal; Pratt Truss

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APA (6th Edition):

Reese, L. (2009). CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9842

Chicago Manual of Style (16th Edition):

Reese, Lynsey. “CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE.” 2009. Masters Thesis, Penn State University. Accessed August 24, 2019. https://etda.libraries.psu.edu/catalog/9842.

MLA Handbook (7th Edition):

Reese, Lynsey. “CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE.” 2009. Web. 24 Aug 2019.

Vancouver:

Reese L. CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Aug 24]. Available from: https://etda.libraries.psu.edu/catalog/9842.

Council of Science Editors:

Reese L. CRITICAL MEMBER REMOVAL AND LOAD REDISTRIBUTION OF A DETERIORATED TRUSS BRIDGE. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9842

9. 李, 彦廷. Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出.

Degree: 博士(情報工学), 2017, Kyushu Institute of Technology / 九州工業大学

 A community in a graph is a group of nodes holding similar characteristics or sharing common properties within the graph. It is also referred to… (more)

Subjects/Keywords: Triangle; k-truss; Community Extraction; Graph Decomposition

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APA (6th Edition):

李, . (2017). Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出. (Thesis). Kyushu Institute of Technology / 九州工業大学. Retrieved from http://hdl.handle.net/10228/5452

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):

李, 彦廷. “Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出.” 2017. Thesis, Kyushu Institute of Technology / 九州工業大学. Accessed August 24, 2019. http://hdl.handle.net/10228/5452.

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

MLA Handbook (7th Edition):

李, 彦廷. “Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出.” 2017. Web. 24 Aug 2019.

Vancouver:

李 . Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出. [Internet] [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10228/5452.

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

Council of Science Editors:

李 . Graph Decomposition Based on Triangle Count for Community Extraction : 三角形数え上げに基づくグラフ分割手法によるコミュニティ抽出. [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. Available from: http://hdl.handle.net/10228/5452

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


University of Southern California

10. Huang, Yi-Jen. Fiber-reinforced syntactic foams.

Degree: PhD, Materials Science, 2009, University of Southern California

 Long fibers are generally preferred for reinforcing foams for performance reasons. However, uniform dispersion is difficult to achieve because they must be mixed with liquid… (more)

Subjects/Keywords: syntactic foams; fiber-reinforced; truss core

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APA (6th Edition):

Huang, Y. (2009). Fiber-reinforced syntactic foams. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/207675/rec/2798

Chicago Manual of Style (16th Edition):

Huang, Yi-Jen. “Fiber-reinforced syntactic foams.” 2009. Doctoral Dissertation, University of Southern California. Accessed August 24, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/207675/rec/2798.

MLA Handbook (7th Edition):

Huang, Yi-Jen. “Fiber-reinforced syntactic foams.” 2009. Web. 24 Aug 2019.

Vancouver:

Huang Y. Fiber-reinforced syntactic foams. [Internet] [Doctoral dissertation]. University of Southern California; 2009. [cited 2019 Aug 24]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/207675/rec/2798.

Council of Science Editors:

Huang Y. Fiber-reinforced syntactic foams. [Doctoral Dissertation]. University of Southern California; 2009. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/207675/rec/2798


Delft University of Technology

11. Galiouna, E.A. DeMoLi Bridge [designing an emergency connection]:.

Degree: 2015, Delft University of Technology

 Extreme events, including natural and man-made disasters such as typhoons, floods, tsunamis, earthquakes and terrorist attacks have become the largest destructions around the world over… (more)

Subjects/Keywords: deployability; modularity; lightness; hinged connections; truss bridge

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APA (6th Edition):

Galiouna, E. A. (2015). DeMoLi Bridge [designing an emergency connection]:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:72a66aa0-b140-4fcc-a863-8a1f8c17ab60

Chicago Manual of Style (16th Edition):

Galiouna, E A. “DeMoLi Bridge [designing an emergency connection]:.” 2015. Masters Thesis, Delft University of Technology. Accessed August 24, 2019. http://resolver.tudelft.nl/uuid:72a66aa0-b140-4fcc-a863-8a1f8c17ab60.

MLA Handbook (7th Edition):

Galiouna, E A. “DeMoLi Bridge [designing an emergency connection]:.” 2015. Web. 24 Aug 2019.

Vancouver:

Galiouna EA. DeMoLi Bridge [designing an emergency connection]:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Aug 24]. Available from: http://resolver.tudelft.nl/uuid:72a66aa0-b140-4fcc-a863-8a1f8c17ab60.

Council of Science Editors:

Galiouna EA. DeMoLi Bridge [designing an emergency connection]:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:72a66aa0-b140-4fcc-a863-8a1f8c17ab60


University of Cape Town

12. Jones, Bevan W S. Mesh adaptation through r-refinement using a truss network analogy.

Degree: Image, High Performance Computing, 2015, University of Cape Town

 This project investigates the use of a truss network, a structural mechanics model, as a metaphor for adapting a computational fluid dynamics (CFD) mesh. The… (more)

Subjects/Keywords: Mesh adaptation; r-refinement; truss network analogy

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APA (6th Edition):

Jones, B. W. S. (2015). Mesh adaptation through r-refinement using a truss network analogy. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/21234

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):

Jones, Bevan W S. “Mesh adaptation through r-refinement using a truss network analogy.” 2015. Thesis, University of Cape Town. Accessed August 24, 2019. http://hdl.handle.net/11427/21234.

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

MLA Handbook (7th Edition):

Jones, Bevan W S. “Mesh adaptation through r-refinement using a truss network analogy.” 2015. Web. 24 Aug 2019.

Vancouver:

Jones BWS. Mesh adaptation through r-refinement using a truss network analogy. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11427/21234.

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

Council of Science Editors:

Jones BWS. Mesh adaptation through r-refinement using a truss network analogy. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/21234

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


Rutgers University

13. Alboum, Matthew, 1986-. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.

Degree: MS, Civil and Environmental Engineering, 2011, Rutgers University

 Collapse of non-load path redundant structures is a growing concern in the United States. With many of the structures in our nation’s infrastructure reaching their… (more)

Subjects/Keywords: Truss bridges – United States; Load factor design

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APA (6th Edition):

Alboum, Matthew, 1. (2011). Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978

Chicago Manual of Style (16th Edition):

Alboum, Matthew, 1986-. “Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.” 2011. Masters Thesis, Rutgers University. Accessed August 24, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978.

MLA Handbook (7th Edition):

Alboum, Matthew, 1986-. “Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.” 2011. Web. 24 Aug 2019.

Vancouver:

Alboum, Matthew 1. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Aug 24]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978.

Council of Science Editors:

Alboum, Matthew 1. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978


Virginia Tech

14. 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 August 24, 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. 24 Aug 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 Aug 24]. 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


RMIT University

15. Ghabraie, B. Study of rock truss bolt mechanism and its application in severe ground conditions.

Degree: 2012, RMIT University

 Instability of underground excavations is an ever-present potential threat to safety of personnel and equipment. Further to safety concerns, in the event of failure, profitability… (more)

Subjects/Keywords: Fields of Research; Truss Bolt; Ground Reinforcement; FEM; Reinforcement Mechanism; Underground Excavation; Optimum Truss Bolt Design

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APA (6th Edition):

Ghabraie, B. (2012). Study of rock truss bolt mechanism and its application in severe ground conditions. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:160281

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):

Ghabraie, B. “Study of rock truss bolt mechanism and its application in severe ground conditions.” 2012. Thesis, RMIT University. Accessed August 24, 2019. http://researchbank.rmit.edu.au/view/rmit:160281.

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

MLA Handbook (7th Edition):

Ghabraie, B. “Study of rock truss bolt mechanism and its application in severe ground conditions.” 2012. Web. 24 Aug 2019.

Vancouver:

Ghabraie B. Study of rock truss bolt mechanism and its application in severe ground conditions. [Internet] [Thesis]. RMIT University; 2012. [cited 2019 Aug 24]. Available from: http://researchbank.rmit.edu.au/view/rmit:160281.

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

Council of Science Editors:

Ghabraie B. Study of rock truss bolt mechanism and its application in severe ground conditions. [Thesis]. RMIT University; 2012. Available from: http://researchbank.rmit.edu.au/view/rmit:160281

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


Brno University of Technology

16. Jakubíček, Tomáš. Víceúčelová sportovní hala .

Degree: 2015, Brno University of Technology

 Navrhl jsem nosnou konstrukci zastřešení víceúčelové sportovní haly nacházející se ve městě Pardubice. Půdorysné rozměry budovy jsou 50x80m a výška je 15m. Jedná se o… (more)

Subjects/Keywords: příhradová konstrukce; nesymetrický oblouk; příhradový sloup; ocel; hala; přiznaná konstrukce.; truss construction; asymmetrical aech; truss column; steel; hall; shown construction

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

APA (6th Edition):

Jakubíček, T. (2015). Víceúčelová sportovní hala . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42328

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):

Jakubíček, Tomáš. “Víceúčelová sportovní hala .” 2015. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/42328.

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

MLA Handbook (7th Edition):

Jakubíček, Tomáš. “Víceúčelová sportovní hala .” 2015. Web. 24 Aug 2019.

Vancouver:

Jakubíček T. Víceúčelová sportovní hala . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/42328.

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

Council of Science Editors:

Jakubíček T. Víceúčelová sportovní hala . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42328

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


Brno University of Technology

17. Jaroš, Jakub. Nosná ocelová konstrukce jednolodní průmyslové haly .

Degree: 2016, Brno University of Technology

 Bakalářská práce obsahuje návrh ocelové nosné konstrukce jednolodní průmyslové haly o rozpětí 24 m, délce 72 m a skadebné výšce konzoly jeřábové dráhy 9 m.… (more)

Subjects/Keywords: ocelová hala; příhradový vazník; příhradová vaznice; sloup; jeřábová dráha; steel hall; truss girder; truss purlin; column; craneway

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APA (6th Edition):

Jaroš, J. (2016). Nosná ocelová konstrukce jednolodní průmyslové haly . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/63016

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):

Jaroš, Jakub. “Nosná ocelová konstrukce jednolodní průmyslové haly .” 2016. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/63016.

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

MLA Handbook (7th Edition):

Jaroš, Jakub. “Nosná ocelová konstrukce jednolodní průmyslové haly .” 2016. Web. 24 Aug 2019.

Vancouver:

Jaroš J. Nosná ocelová konstrukce jednolodní průmyslové haly . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/63016.

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

Council of Science Editors:

Jaroš J. Nosná ocelová konstrukce jednolodní průmyslové haly . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/63016

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


Brno University of Technology

18. Trachtulcová, Šárka. Výrobní hala .

Degree: 2018, Brno University of Technology

 Náplní diplomové práce je návrh a posouzení nosné ocelové konstrukce výrobní haly. Hala má dvě lodě. Rozpětí hlavní lodi je 30 metrů, rozpětí vedlejší lodě… (more)

Subjects/Keywords: Ocelová konstrukce; dvoulodní objekt; příhradový vazník; mostový jeřáb; příhradová vaznice; Steel structure; two-bay building; truss girder; bridge crane; truss purlin

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

APA (6th Edition):

Trachtulcová, . (2018). Výrobní hala . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70655

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):

Trachtulcová, Šárka. “Výrobní hala .” 2018. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/70655.

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

MLA Handbook (7th Edition):

Trachtulcová, Šárka. “Výrobní hala .” 2018. Web. 24 Aug 2019.

Vancouver:

Trachtulcová . Výrobní hala . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/70655.

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

Council of Science Editors:

Trachtulcová . Výrobní hala . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70655

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


Brno University of Technology

19. Smrčka, Václav. Ocelová konstrukce sportovní haly .

Degree: 2016, Brno University of Technology

 Bakalářská práce se zabývá návrhem nosné konstrukce ocelové sportovní haly v Telči. Jako hlavní materiál byla navržena ocel S235. Objekt má obdélníkový půdorys o rozměrech… (more)

Subjects/Keywords: Ocelová konstrukce; sportovní hala; obloukový vazník; příčná vazba; příhradová konstrukce; Steel structrue; sports hall; arched truss girder; truss structure

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APA (6th Edition):

Smrčka, V. (2016). Ocelová konstrukce sportovní haly . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62627

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):

Smrčka, Václav. “Ocelová konstrukce sportovní haly .” 2016. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/62627.

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

MLA Handbook (7th Edition):

Smrčka, Václav. “Ocelová konstrukce sportovní haly .” 2016. Web. 24 Aug 2019.

Vancouver:

Smrčka V. Ocelová konstrukce sportovní haly . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/62627.

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

Council of Science Editors:

Smrčka V. Ocelová konstrukce sportovní haly . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62627

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


Kansas State University

20. Smith, Megan C. An analysis of secondary stresses in steel parallel chord Pratt trusses.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

 Trusses have been a common structural system for hundreds of years. The design and analysis of trusses evolved over time to its current state. Most… (more)

Subjects/Keywords: Truss; Secondary stress; Pratt truss; Steel; Engineering, Civil (0543)

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APA (6th Edition):

Smith, M. C. (2009). An analysis of secondary stresses in steel parallel chord Pratt trusses. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1399

Chicago Manual of Style (16th Edition):

Smith, Megan C. “An analysis of secondary stresses in steel parallel chord Pratt trusses.” 2009. Masters Thesis, Kansas State University. Accessed August 24, 2019. http://hdl.handle.net/2097/1399.

MLA Handbook (7th Edition):

Smith, Megan C. “An analysis of secondary stresses in steel parallel chord Pratt trusses.” 2009. Web. 24 Aug 2019.

Vancouver:

Smith MC. An analysis of secondary stresses in steel parallel chord Pratt trusses. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/2097/1399.

Council of Science Editors:

Smith MC. An analysis of secondary stresses in steel parallel chord Pratt trusses. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1399


Brno University of Technology

21. Dežerická, Lucia. Nosná oceľová konštrukcia športového centra .

Degree: 2016, Brno University of Technology

 Bakalárska práca sa zaoberá návrhom a statickým posúdením nosnej oceľovej konštrukcie viacúčelového športového centra. Objekt má obdĺžnikový pôdorys s dĺžkou 56 m, šírkou 36 m… (more)

Subjects/Keywords: ocelová konstrukce; sportové centrum; obloukový vazník; příhradový vazník; kotvení; spoj; steel structure; sports center; arch truss; lettice truss; anchorind; joint

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

APA (6th Edition):

Dežerická, L. (2016). Nosná oceľová konštrukcia športového centra . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62359

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):

Dežerická, Lucia. “Nosná oceľová konštrukcia športového centra .” 2016. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/62359.

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

MLA Handbook (7th Edition):

Dežerická, Lucia. “Nosná oceľová konštrukcia športového centra .” 2016. Web. 24 Aug 2019.

Vancouver:

Dežerická L. Nosná oceľová konštrukcia športového centra . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/62359.

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

Council of Science Editors:

Dežerická L. Nosná oceľová konštrukcia športového centra . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62359

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


Brno University of Technology

22. Drahokoupilová, Nikola. Požární stanice v Bruntále .

Degree: 2017, Brno University of Technology

 Předmětem této bakalářské práce je návrh a posouzení nosné ocelové konstrukce objektu pro účel chráněného stání požárních vozidel v okrese Bruntál. Hlavní konstrukční materiál je… (more)

Subjects/Keywords: Ocelová konstrukce; příhradová konstrukce; příhradový vazník; hasičská zbrojnice; Steel structure; truss structure; truss girder; fire station

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APA (6th Edition):

Drahokoupilová, N. (2017). Požární stanice v Bruntále . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/68397

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):

Drahokoupilová, Nikola. “Požární stanice v Bruntále .” 2017. Thesis, Brno University of Technology. Accessed August 24, 2019. http://hdl.handle.net/11012/68397.

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

MLA Handbook (7th Edition):

Drahokoupilová, Nikola. “Požární stanice v Bruntále .” 2017. Web. 24 Aug 2019.

Vancouver:

Drahokoupilová N. Požární stanice v Bruntále . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/11012/68397.

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

Council of Science Editors:

Drahokoupilová N. Požární stanice v Bruntále . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/68397

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


University of Dundee

23. Elabd, Maher Mostafa Abdel-Hakeem. Effect of composite action on the dynamic behaviour of space structures.

Degree: PhD, 2010, University of Dundee

 The application of composite action ushered a new era in the use of double-layer spaceframes as efficient floor systems in addition to their competitiveness as… (more)

Subjects/Keywords: Space truss; Composite action; Double-layer grid; Dynamic analysis

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APA (6th Edition):

Elabd, M. M. A. (2010). Effect of composite action on the dynamic behaviour of space structures. (Doctoral Dissertation). University of Dundee. Retrieved from http://hdl.handle.net/10588/99b1ba2d-af1e-4c64-b184-f9f52afcf722

Chicago Manual of Style (16th Edition):

Elabd, Maher Mostafa Abdel-Hakeem. “Effect of composite action on the dynamic behaviour of space structures.” 2010. Doctoral Dissertation, University of Dundee. Accessed August 24, 2019. http://hdl.handle.net/10588/99b1ba2d-af1e-4c64-b184-f9f52afcf722.

MLA Handbook (7th Edition):

Elabd, Maher Mostafa Abdel-Hakeem. “Effect of composite action on the dynamic behaviour of space structures.” 2010. Web. 24 Aug 2019.

Vancouver:

Elabd MMA. Effect of composite action on the dynamic behaviour of space structures. [Internet] [Doctoral dissertation]. University of Dundee; 2010. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/10588/99b1ba2d-af1e-4c64-b184-f9f52afcf722.

Council of Science Editors:

Elabd MMA. Effect of composite action on the dynamic behaviour of space structures. [Doctoral Dissertation]. University of Dundee; 2010. Available from: http://hdl.handle.net/10588/99b1ba2d-af1e-4c64-b184-f9f52afcf722


Texas A&M University

24. Paik, Sangwook. Multi-objective optimal design of steel trusses in unstructured design domains.

Degree: 2006, Texas A&M University

 Researchers have applied genetic algorithms (GAs) and other heuristic optimization methods to perform truss optimization in recent years. Although a substantial amount of research has… (more)

Subjects/Keywords: genetic algorithm; truss; unstructured

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APA (6th Edition):

Paik, S. (2006). Multi-objective optimal design of steel trusses in unstructured design domains. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/3124

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):

Paik, Sangwook. “Multi-objective optimal design of steel trusses in unstructured design domains.” 2006. Thesis, Texas A&M University. Accessed August 24, 2019. http://hdl.handle.net/1969.1/3124.

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

MLA Handbook (7th Edition):

Paik, Sangwook. “Multi-objective optimal design of steel trusses in unstructured design domains.” 2006. Web. 24 Aug 2019.

Vancouver:

Paik S. Multi-objective optimal design of steel trusses in unstructured design domains. [Internet] [Thesis]. Texas A&M University; 2006. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/1969.1/3124.

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

Council of Science Editors:

Paik S. Multi-objective optimal design of steel trusses in unstructured design domains. [Thesis]. Texas A&M University; 2006. Available from: http://hdl.handle.net/1969.1/3124

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


Texas A&M University

25. Bailey, Breanna Michelle Weir. Incorporating user design preferences into multi-objective roof truss optimization.

Degree: 2007, Texas A&M University

 Automated systems for large-span roof truss optimization provide engineers with the flexibility to consider multiple alternatives during conceptual design. This investigation extends previous work on… (more)

Subjects/Keywords: user preference; truss optimization

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APA (6th Edition):

Bailey, B. M. W. (2007). Incorporating user design preferences into multi-objective roof truss optimization. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/5932

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):

Bailey, Breanna Michelle Weir. “Incorporating user design preferences into multi-objective roof truss optimization.” 2007. Thesis, Texas A&M University. Accessed August 24, 2019. http://hdl.handle.net/1969.1/5932.

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

MLA Handbook (7th Edition):

Bailey, Breanna Michelle Weir. “Incorporating user design preferences into multi-objective roof truss optimization.” 2007. Web. 24 Aug 2019.

Vancouver:

Bailey BMW. Incorporating user design preferences into multi-objective roof truss optimization. [Internet] [Thesis]. Texas A&M University; 2007. [cited 2019 Aug 24]. Available from: http://hdl.handle.net/1969.1/5932.

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

Council of Science Editors:

Bailey BMW. Incorporating user design preferences into multi-objective roof truss optimization. [Thesis]. Texas A&M University; 2007. Available from: http://hdl.handle.net/1969.1/5932

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


Lithuanian University of Agriculture

26. Miliūnaitė, Ona. Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė.

Degree: Master, Environmental Engineering and Land Management, 2011, Lithuanian University of Agriculture

Augant šalies ekonomikai, auga ir žmonių poreikiai. Dėl šios priežasties statoma daugiau gyvenamųjų bei pramonės pastatų, pastariesiems dažniausiai ir naudojamos santvarinės stogų konstrukcijos. Tam, kad… (more)

Subjects/Keywords: Santvara; Strypas; Apkrova; Įraža; Truss; Beam; Load; Stress

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

APA (6th Edition):

Miliūnaitė, Ona. (2011). Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė. (Masters Thesis). Lithuanian University of Agriculture. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110607_114601-25982 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Miliūnaitė, Ona. “Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė.” 2011. Masters Thesis, Lithuanian University of Agriculture. Accessed August 24, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110607_114601-25982 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Miliūnaitė, Ona. “Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė.” 2011. Web. 24 Aug 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Miliūnaitė, Ona. Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė. [Internet] [Masters thesis]. Lithuanian University of Agriculture; 2011. [cited 2019 Aug 24]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110607_114601-25982 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Miliūnaitė, Ona. Santvarų strypų įrąžų pokyčių nuo apkrovos, aukščio ir ilgio analizė. [Masters Thesis]. Lithuanian University of Agriculture; 2011. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110607_114601-25982 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Vilnius Gediminas Technical University

27. Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.

Degree: Master, Civil Enginering, 2011, Vilnius Gediminas Technical University

Baigiamajame magistro darbe apžvelgiamas šaltai formuotų plieninių profiliuočių panaudojimas laikančiose konstrukcijose, analizuojamos profiliuočių savybės. Apžvelgiamos formulės, reikalingos atliekant pavienių elementų skaičiavimus. Taip pat nagrinėjamos prielaidos,… (more)

Subjects/Keywords: Lankstyti plieniniai profiliuočiai; Santvara; EC3; Truss; Cold formed; Steel

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

APA (6th Edition):

Rimašauskas, Darius. (2011). Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Rimašauskas, Darius. “Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.” 2011. Masters Thesis, Vilnius Gediminas Technical University. Accessed August 24, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Rimašauskas, Darius. “Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas.” 2011. Web. 24 Aug 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2011. [cited 2019 Aug 24]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Rimašauskas, Darius. Plonasienių lankstytų plieninių profiliuočių panaudojimo pagrindinėms laikančiosioms konstrukcijoms galimybių tyrimas. [Masters Thesis]. Vilnius Gediminas Technical University; 2011. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110621_170927-12231 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Addis Ababa University

28. Melaku, Desalegn. Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT .

Degree: 2015, Addis Ababa University

 Road traffic accident is becoming the major problem globally. Our country is also facing the problem currently with increasing trend of the magnitude of the… (more)

Subjects/Keywords: Steel Truss Bridge; Pedestrian Crossing; Addis Ababa LRT

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

APA (6th Edition):

Melaku, D. (2015). Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/7432

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):

Melaku, Desalegn. “Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT .” 2015. Thesis, Addis Ababa University. Accessed August 24, 2019. http://etd.aau.edu.et/dspace/handle/123456789/7432.

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

MLA Handbook (7th Edition):

Melaku, Desalegn. “Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT .” 2015. Web. 24 Aug 2019.

Vancouver:

Melaku D. Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2019 Aug 24]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7432.

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

Council of Science Editors:

Melaku D. Design of Simple to Assemble Steel Truss Bridge for Pedestrian Crossing in Addis Ababa LRT . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7432

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


Univerzitet u Beogradu

29. Perović, Zoran, 1984-. Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju.

Degree: Građevinski fakultet, 2017, Univerzitet u Beogradu

Građevinarstvo - Tehnička mehanika i teorija konstrukcija / Civil engineering - Engineering mechanics and theory of structures

U ovoj doktorskoj disertaciji je razmatrano ponašanje rešetkastih… (more)

Subjects/Keywords: truss; cyclic plasticity; hysteresis; damage; operator; nonlinear analysis; numerical efficiency

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

APA (6th Edition):

Perović, Zoran, 1. (2017). Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:15211/bdef:Content/get

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):

Perović, Zoran, 1984-. “Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju.” 2017. Thesis, Univerzitet u Beogradu. Accessed August 24, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:15211/bdef:Content/get.

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

MLA Handbook (7th Edition):

Perović, Zoran, 1984-. “Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju.” 2017. Web. 24 Aug 2019.

Vancouver:

Perović, Zoran 1. Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju. [Internet] [Thesis]. Univerzitet u Beogradu; 2017. [cited 2019 Aug 24]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15211/bdef:Content/get.

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

Council of Science Editors:

Perović, Zoran 1. Elastoplastična analiza rešetkastih nosača sa oštećenjem pri cikličnom opterećenju. [Thesis]. Univerzitet u Beogradu; 2017. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15211/bdef:Content/get

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


University of Cincinnati

30. Hamadani, Nabil. Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge.

Degree: MS, Engineering : Civil Engineering, 2009, University of Cincinnati

 The Ironton Russell Bridge is a vital link economically and socially, and merges the cities of Ironton, Ohio and Russell, Kentucky across the Ohio River.… (more)

Subjects/Keywords: Civil Engineering; Truss; bridge; rating; finite element modeling

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

APA (6th Edition):

Hamadani, N. (2009). Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235672296

Chicago Manual of Style (16th Edition):

Hamadani, Nabil. “Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge.” 2009. Masters Thesis, University of Cincinnati. Accessed August 24, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235672296.

MLA Handbook (7th Edition):

Hamadani, Nabil. “Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge.” 2009. Web. 24 Aug 2019.

Vancouver:

Hamadani N. Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge. [Internet] [Masters thesis]. University of Cincinnati; 2009. [cited 2019 Aug 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235672296.

Council of Science Editors:

Hamadani N. Finite Element Modeling and Health Monitoring of the Ironton Russell Truss Bridge. [Masters Thesis]. University of Cincinnati; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1235672296

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