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You searched for subject:(Structural Engineering). Showing records 1 – 30 of 2922 total matches.

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1. Abbasi, Hassan. Effective Width of Gusset Plate with Single or Double Bolts in Tension.

Degree: MA, Civil and Environmental Engineering, 2009, National Library of Canada

 In this study experimental and numerical investigation to determine the behavior of gusset plate connections with one and two bolts under quasi-static monotonically increasing tension… (more)

Subjects/Keywords: Engineering; Structural.

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APA (6th Edition):

Abbasi, H. (2009). Effective Width of Gusset Plate with Single or Double Bolts in Tension. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/73

Chicago Manual of Style (16th Edition):

Abbasi, Hassan. “Effective Width of Gusset Plate with Single or Double Bolts in Tension.” 2009. Masters Thesis, National Library of Canada. Accessed September 30, 2020. http://scholar.uwindsor.ca/etd/73.

MLA Handbook (7th Edition):

Abbasi, Hassan. “Effective Width of Gusset Plate with Single or Double Bolts in Tension.” 2009. Web. 30 Sep 2020.

Vancouver:

Abbasi H. Effective Width of Gusset Plate with Single or Double Bolts in Tension. [Internet] [Masters thesis]. National Library of Canada; 2009. [cited 2020 Sep 30]. Available from: http://scholar.uwindsor.ca/etd/73.

Council of Science Editors:

Abbasi H. Effective Width of Gusset Plate with Single or Double Bolts in Tension. [Masters Thesis]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/73

2. Ring, Thomas. The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry.

Degree: MA, Civil and Environmental Engineering, 2009, National Library of Canada

 Compression parallel to the bed joint occurs due to flexure in masonry beam elements. Currently, it is believed that there is a reduction in the… (more)

Subjects/Keywords: Engineering; Structural.

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APA (6th Edition):

Ring, T. (2009). The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/93

Chicago Manual of Style (16th Edition):

Ring, Thomas. “The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry.” 2009. Masters Thesis, National Library of Canada. Accessed September 30, 2020. http://scholar.uwindsor.ca/etd/93.

MLA Handbook (7th Edition):

Ring, Thomas. “The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry.” 2009. Web. 30 Sep 2020.

Vancouver:

Ring T. The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry. [Internet] [Masters thesis]. National Library of Canada; 2009. [cited 2020 Sep 30]. Available from: http://scholar.uwindsor.ca/etd/93.

Council of Science Editors:

Ring T. The Influence of Horizontal Grout Continuity on the Compressive Stength of Concrete Block Masonry. [Masters Thesis]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/93

3. Nazemi, Navid. Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure.

Degree: MA, Civil and Environmental Engineering, 2009, National Library of Canada

 Buried pipeline may be subjected to various complex combinations of forces and deformations. As a result, localized curvature and strains may occur in the pipe… (more)

Subjects/Keywords: Engineering; Structural.

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APA (6th Edition):

Nazemi, N. (2009). Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/85

Chicago Manual of Style (16th Edition):

Nazemi, Navid. “Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure.” 2009. Masters Thesis, National Library of Canada. Accessed September 30, 2020. http://scholar.uwindsor.ca/etd/85.

MLA Handbook (7th Edition):

Nazemi, Navid. “Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure.” 2009. Web. 30 Sep 2020.

Vancouver:

Nazemi N. Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure. [Internet] [Masters thesis]. National Library of Canada; 2009. [cited 2020 Sep 30]. Available from: http://scholar.uwindsor.ca/etd/85.

Council of Science Editors:

Nazemi N. Behavior of X60 Line Pipe under Combined Axial and Transverse Loads with Internal Pressure. [Masters Thesis]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/85

4. Underberg, Mason Anthony. Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure.

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

  An experimental research study was conducted at South Dakota State University to evaluate the composite action exhibited by steel box truss towers in flexure.… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Underberg, M. A. (2012). Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1348

Chicago Manual of Style (16th Edition):

Underberg, Mason Anthony. “Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure.” 2012. Masters Thesis, South Dakota State University. Accessed September 30, 2020. http://openprairie.sdstate.edu/etd/1348.

MLA Handbook (7th Edition):

Underberg, Mason Anthony. “Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure.” 2012. Web. 30 Sep 2020.

Vancouver:

Underberg MA. Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure. [Internet] [Masters thesis]. South Dakota State University; 2012. [cited 2020 Sep 30]. Available from: http://openprairie.sdstate.edu/etd/1348.

Council of Science Editors:

Underberg MA. Experimental Evaluation of Composite Action of Steel Box Truss Towers in Flexure. [Masters Thesis]. South Dakota State University; 2012. Available from: http://openprairie.sdstate.edu/etd/1348

5. Paul, Jordan Michael. Performance and Design Approaches for Perforated Light-frame Wood Shear Walls.

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

  An experimental research study was conducted to investigate the performance and design of perforated, light-frame wood shear walls. Experimental testing data used for the… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Paul, J. M. (2012). Performance and Design Approaches for Perforated Light-frame Wood Shear Walls. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1353

Chicago Manual of Style (16th Edition):

Paul, Jordan Michael. “Performance and Design Approaches for Perforated Light-frame Wood Shear Walls.” 2012. Masters Thesis, South Dakota State University. Accessed September 30, 2020. http://openprairie.sdstate.edu/etd/1353.

MLA Handbook (7th Edition):

Paul, Jordan Michael. “Performance and Design Approaches for Perforated Light-frame Wood Shear Walls.” 2012. Web. 30 Sep 2020.

Vancouver:

Paul JM. Performance and Design Approaches for Perforated Light-frame Wood Shear Walls. [Internet] [Masters thesis]. South Dakota State University; 2012. [cited 2020 Sep 30]. Available from: http://openprairie.sdstate.edu/etd/1353.

Council of Science Editors:

Paul JM. Performance and Design Approaches for Perforated Light-frame Wood Shear Walls. [Masters Thesis]. South Dakota State University; 2012. Available from: http://openprairie.sdstate.edu/etd/1353

6. Oppong, Kofi. Structure Alternatives for Local Roads.

Degree: MS, Civil and Environmental Engineering, 2015, South Dakota State University

  A study was conducted to investigate short span innovative bridge elements and systems that are suitable to implement at the local government level in… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Oppong, K. (2015). Structure Alternatives for Local Roads. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1785

Chicago Manual of Style (16th Edition):

Oppong, Kofi. “Structure Alternatives for Local Roads.” 2015. Masters Thesis, South Dakota State University. Accessed September 30, 2020. http://openprairie.sdstate.edu/etd/1785.

MLA Handbook (7th Edition):

Oppong, Kofi. “Structure Alternatives for Local Roads.” 2015. Web. 30 Sep 2020.

Vancouver:

Oppong K. Structure Alternatives for Local Roads. [Internet] [Masters thesis]. South Dakota State University; 2015. [cited 2020 Sep 30]. Available from: http://openprairie.sdstate.edu/etd/1785.

Council of Science Editors:

Oppong K. Structure Alternatives for Local Roads. [Masters Thesis]. South Dakota State University; 2015. Available from: http://openprairie.sdstate.edu/etd/1785


University of Cape Town

7. Rockstroh, Benjamin Andreas. An investigation into the effects of early propping removal on the deflection of reinforced concrete beams.

Degree: MSc (Eng), Civil Engineering, 2018, University of Cape Town

 In today’s fast paced construction industry, there is an ever present need to increase productivity and to complete projects as quickly as possible. Reinforced concrete… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Rockstroh, B. A. (2018). An investigation into the effects of early propping removal on the deflection of reinforced concrete beams. (Masters Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/29285

Chicago Manual of Style (16th Edition):

Rockstroh, Benjamin Andreas. “An investigation into the effects of early propping removal on the deflection of reinforced concrete beams.” 2018. Masters Thesis, University of Cape Town. Accessed September 30, 2020. http://hdl.handle.net/11427/29285.

MLA Handbook (7th Edition):

Rockstroh, Benjamin Andreas. “An investigation into the effects of early propping removal on the deflection of reinforced concrete beams.” 2018. Web. 30 Sep 2020.

Vancouver:

Rockstroh BA. An investigation into the effects of early propping removal on the deflection of reinforced concrete beams. [Internet] [Masters thesis]. University of Cape Town; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11427/29285.

Council of Science Editors:

Rockstroh BA. An investigation into the effects of early propping removal on the deflection of reinforced concrete beams. [Masters Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/29285


University of Cape Town

8. Moodley, Kamlin. A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics.

Degree: Image, Civil Engineering, 2016, University of Cape Town

 We are currently witnessing the advent of a revolutionary new tool for biomedical research. Complex mathematical models of "living cells" are being arranged into representative… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Moodley, K. (2016). A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/22777

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):

Moodley, Kamlin. “A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics.” 2016. Thesis, University of Cape Town. Accessed September 30, 2020. http://hdl.handle.net/11427/22777.

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

MLA Handbook (7th Edition):

Moodley, Kamlin. “A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics.” 2016. Web. 30 Sep 2020.

Vancouver:

Moodley K. A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics. [Internet] [Thesis]. University of Cape Town; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11427/22777.

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

Council of Science Editors:

Moodley K. A Proper Orthogonal Decomposition-based inverse material parameter optimization method with applications to cardiac mechanics. [Thesis]. University of Cape Town; 2016. Available from: http://hdl.handle.net/11427/22777

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


University of Maine

9. Majeed, Hakeem S. Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures.

Degree: PhD, Civil Engineering, 2019, University of Maine

  This dissertation presents the development of finite-element (FE) techniques to simulate the behavior of concrete-filled fiber reinforced polymer (FRP) tubes (CFFTs) in support of… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Majeed, H. S. (2019). Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures. (Doctoral Dissertation). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/3127

Chicago Manual of Style (16th Edition):

Majeed, Hakeem S. “Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures.” 2019. Doctoral Dissertation, University of Maine. Accessed September 30, 2020. https://digitalcommons.library.umaine.edu/etd/3127.

MLA Handbook (7th Edition):

Majeed, Hakeem S. “Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures.” 2019. Web. 30 Sep 2020.

Vancouver:

Majeed HS. Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures. [Internet] [Doctoral dissertation]. University of Maine; 2019. [cited 2020 Sep 30]. Available from: https://digitalcommons.library.umaine.edu/etd/3127.

Council of Science Editors:

Majeed HS. Development of Finite Element Techniques to Simulate Concrete-Filled Fiber-Reinforced Polymer Tube Structures. [Doctoral Dissertation]. University of Maine; 2019. Available from: https://digitalcommons.library.umaine.edu/etd/3127


University of Cape Town

10. Govender, Nishalin. A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells.

Degree: Image, Civil Engineering, 2017, University of Cape Town

 This study explores the membrane stresses of hydrostatically loaded elliptical and circular toroidal tanks. Equations are derived, using the membrane theory of shells, to obtain… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Govender, N. (2017). A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/25284

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):

Govender, Nishalin. “A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells.” 2017. Thesis, University of Cape Town. Accessed September 30, 2020. http://hdl.handle.net/11427/25284.

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

MLA Handbook (7th Edition):

Govender, Nishalin. “A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells.” 2017. Web. 30 Sep 2020.

Vancouver:

Govender N. A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11427/25284.

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

Council of Science Editors:

Govender N. A parametric investigation into the membrane stresses of hydrostatically loaded circular and elliptic toroidal shells. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/25284

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


Southern Illinois University

11. Shakya, Anuj Man. P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION.

Degree: MS, Civil Engineering, 2011, Southern Illinois University

  The P-delta effect is a second order effect experienced by any structure when subjected to lateral loads like earthquake or wind loads, and is… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Shakya, A. M. (2011). P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION. (Masters Thesis). Southern Illinois University. Retrieved from https://opensiuc.lib.siu.edu/theses/702

Chicago Manual of Style (16th Edition):

Shakya, Anuj Man. “P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION.” 2011. Masters Thesis, Southern Illinois University. Accessed September 30, 2020. https://opensiuc.lib.siu.edu/theses/702.

MLA Handbook (7th Edition):

Shakya, Anuj Man. “P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION.” 2011. Web. 30 Sep 2020.

Vancouver:

Shakya AM. P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION. [Internet] [Masters thesis]. Southern Illinois University; 2011. [cited 2020 Sep 30]. Available from: https://opensiuc.lib.siu.edu/theses/702.

Council of Science Editors:

Shakya AM. P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION. [Masters Thesis]. Southern Illinois University; 2011. Available from: https://opensiuc.lib.siu.edu/theses/702


Cal Poly

12. Sanchez Escalera, Victor M. ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS.

Degree: MS, Civil and Environmental Engineering, 2011, Cal Poly

  Progressive collapse occurs when damage from a localized first failure spreads in a domino effect manner resulting in a total damage disproportionate to the… (more)

Subjects/Keywords: Structural Engineering

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APA (6th Edition):

Sanchez Escalera, V. M. (2011). ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/499 ; 10.15368/theses.2011.54

Chicago Manual of Style (16th Edition):

Sanchez Escalera, Victor M. “ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS.” 2011. Masters Thesis, Cal Poly. Accessed September 30, 2020. https://digitalcommons.calpoly.edu/theses/499 ; 10.15368/theses.2011.54.

MLA Handbook (7th Edition):

Sanchez Escalera, Victor M. “ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS.” 2011. Web. 30 Sep 2020.

Vancouver:

Sanchez Escalera VM. ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS. [Internet] [Masters thesis]. Cal Poly; 2011. [cited 2020 Sep 30]. Available from: https://digitalcommons.calpoly.edu/theses/499 ; 10.15368/theses.2011.54.

Council of Science Editors:

Sanchez Escalera VM. ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS. [Masters Thesis]. Cal Poly; 2011. Available from: https://digitalcommons.calpoly.edu/theses/499 ; 10.15368/theses.2011.54


University of Utah

13. Hasanbas, Esra. The effect of vibratory screens on supporting structures.

Degree: MS, Civil & Environmental Engineering, 2013, University of Utah

 The consideration of the dynamic effects of vibrating mineral separators on itssupporting structure is crucial to design a reliable structural support system. This studyevaluates the… (more)

Subjects/Keywords: Structural Dynamics; Structural Engineering

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APA (6th Edition):

Hasanbas, E. (2013). The effect of vibratory screens on supporting structures. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2376/rec/2482

Chicago Manual of Style (16th Edition):

Hasanbas, Esra. “The effect of vibratory screens on supporting structures.” 2013. Masters Thesis, University of Utah. Accessed September 30, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2376/rec/2482.

MLA Handbook (7th Edition):

Hasanbas, Esra. “The effect of vibratory screens on supporting structures.” 2013. Web. 30 Sep 2020.

Vancouver:

Hasanbas E. The effect of vibratory screens on supporting structures. [Internet] [Masters thesis]. University of Utah; 2013. [cited 2020 Sep 30]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2376/rec/2482.

Council of Science Editors:

Hasanbas E. The effect of vibratory screens on supporting structures. [Masters Thesis]. University of Utah; 2013. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/2376/rec/2482


Ryerson University

14. Akram, Muhammad. Behaviour of composite framed shear wall system:.

Degree: 2014, Ryerson University

 This research investigated the behaviour of a novel form of composite framed shear wall system (CFSWS) under lateral loading. The CFSWS consisted of a composite… (more)

Subjects/Keywords: Composite construction; Composite construction – -; Structural analysis (Engineering); Structural analysis (Engineering) – -; Structural engineering; Structural engineering – -

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APA (6th Edition):

Akram, M. (2014). Behaviour of composite framed shear wall system:. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2608

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):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Thesis, Ryerson University. Accessed September 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2608.

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

MLA Handbook (7th Edition):

Akram, Muhammad. “Behaviour of composite framed shear wall system:.” 2014. Web. 30 Sep 2020.

Vancouver:

Akram M. Behaviour of composite framed shear wall system:. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Sep 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2608.

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

Council of Science Editors:

Akram M. Behaviour of composite framed shear wall system:. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2608

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


San Jose State University

15. Carlsen, Rhett Kenneth. The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems.

Degree: MS, Civil and Environmental Engineering, 2018, San Jose State University

  Discontinuous lateral-force-resisting systems (LFRS) are a type of LFRS in which the path of resistance does not continue directly to the foundation. Discontinuous systems… (more)

Subjects/Keywords: Seismic; Structural Engineering

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APA (6th Edition):

Carlsen, R. K. (2018). The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems. (Masters Thesis). San Jose State University. Retrieved from https://doi.org/10.31979/etd.tc68-85sz ; https://scholarworks.sjsu.edu/etd_theses/4894

Chicago Manual of Style (16th Edition):

Carlsen, Rhett Kenneth. “The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems.” 2018. Masters Thesis, San Jose State University. Accessed September 30, 2020. https://doi.org/10.31979/etd.tc68-85sz ; https://scholarworks.sjsu.edu/etd_theses/4894.

MLA Handbook (7th Edition):

Carlsen, Rhett Kenneth. “The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems.” 2018. Web. 30 Sep 2020.

Vancouver:

Carlsen RK. The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems. [Internet] [Masters thesis]. San Jose State University; 2018. [cited 2020 Sep 30]. Available from: https://doi.org/10.31979/etd.tc68-85sz ; https://scholarworks.sjsu.edu/etd_theses/4894.

Council of Science Editors:

Carlsen RK. The Design and Detailing of Discontinuous Timberframe Lateral-Force-Resisting Systems. [Masters Thesis]. San Jose State University; 2018. Available from: https://doi.org/10.31979/etd.tc68-85sz ; https://scholarworks.sjsu.edu/etd_theses/4894


Queens University

16. Zakaib, Sarah. Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections .

Degree: Civil Engineering, 2013, Queens University

 The first part of this thesis addresses a new hybrid system, concrete-filled FRP tube (CFFT)-encased steel I-sections. The embedded steel section enhances flexural strength, stiffness… (more)

Subjects/Keywords: CFFTs ; structural engineering

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APA (6th Edition):

Zakaib, S. (2013). Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/7849

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):

Zakaib, Sarah. “Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections .” 2013. Thesis, Queens University. Accessed September 30, 2020. http://hdl.handle.net/1974/7849.

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

MLA Handbook (7th Edition):

Zakaib, Sarah. “Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections .” 2013. Web. 30 Sep 2020.

Vancouver:

Zakaib S. Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections . [Internet] [Thesis]. Queens University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1974/7849.

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

Council of Science Editors:

Zakaib S. Flexural Performance and Moment Connections of Concrete-Filled GFRP Tubes (CFFTs) and CFFT-encased Steel I-Sections . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/7849

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


Stellenbosch University

17. De Koker, Nico. Reliability-Based Design in Geostructural Engineering.

Degree: PhD, 2018, Stellenbosch University

ENGLISH ABSTRACT: Current standards used in South African geotechnical design practice follow the partial factor limit states design approach. Although partial factors used in this… (more)

Subjects/Keywords: Geotechnical Engineering; UCTD; Structural design  – Reliability (Engineering); Structural design; Structural Engineering

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

APA (6th Edition):

De Koker, N. (2018). Reliability-Based Design in Geostructural Engineering. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104862

Chicago Manual of Style (16th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed September 30, 2020. http://hdl.handle.net/10019.1/104862.

MLA Handbook (7th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Web. 30 Sep 2020.

Vancouver:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10019.1/104862.

Council of Science Editors:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104862


Michigan Technological University

18. VanSlembrouck, Daniel J. COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE.

Degree: MS, Department of Civil and Environmental Engineering, 2015, Michigan Technological University

  The need for a stronger and more durable building material is becoming more important as the structural engineering field expands and challenges the behavioral… (more)

Subjects/Keywords: Civil Engineering; Structural Engineering

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APA (6th Edition):

VanSlembrouck, D. J. (2015). COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etd-restricted/253

Chicago Manual of Style (16th Edition):

VanSlembrouck, Daniel J. “COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE.” 2015. Masters Thesis, Michigan Technological University. Accessed September 30, 2020. http://digitalcommons.mtu.edu/etd-restricted/253.

MLA Handbook (7th Edition):

VanSlembrouck, Daniel J. “COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE.” 2015. Web. 30 Sep 2020.

Vancouver:

VanSlembrouck DJ. COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE. [Internet] [Masters thesis]. Michigan Technological University; 2015. [cited 2020 Sep 30]. Available from: http://digitalcommons.mtu.edu/etd-restricted/253.

Council of Science Editors:

VanSlembrouck DJ. COMPRESSION BEHAVIOR AT HIGH STRAIN RATE FOR AN ULTRA HIGH PERFORMANCE CONCRETE. [Masters Thesis]. Michigan Technological University; 2015. Available from: http://digitalcommons.mtu.edu/etd-restricted/253


Stellenbosch University

19. Immelman, Derick Wade. The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate.

Degree: MScEng, Civil Engineering, 2013, Stellenbosch University

ENGLISH ABSTRACT: The aim of this research is to investigate the potential use of coarse recycled concrete aggregate (RCA) as a material in structural concrete.… (more)

Subjects/Keywords: Civil engineering; Structural engineering

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

APA (6th Edition):

Immelman, D. W. (2013). The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/80388

Chicago Manual of Style (16th Edition):

Immelman, Derick Wade. “The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate.” 2013. Masters Thesis, Stellenbosch University. Accessed September 30, 2020. http://hdl.handle.net/10019.1/80388.

MLA Handbook (7th Edition):

Immelman, Derick Wade. “The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate.” 2013. Web. 30 Sep 2020.

Vancouver:

Immelman DW. The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate. [Internet] [Masters thesis]. Stellenbosch University; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10019.1/80388.

Council of Science Editors:

Immelman DW. The influence of percentage replacement on the aggregate and concrete properties from commercially produced coarse recycled concrete aggregate. [Masters Thesis]. Stellenbosch University; 2013. Available from: http://hdl.handle.net/10019.1/80388


University of Sheffield

20. Jemaa, Yaser. Seismic behaviour of deficient exterior RC beam-column joints.

Degree: PhD, 2013, University of Sheffield

 Post-earthquake reconnaissance and results of previously conducted experiments show that stiffness and strength deterioration of beam-column joints can have a detrimental effect on the integrity… (more)

Subjects/Keywords: 621.8; Structural engineering, civil engineering

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

APA (6th Edition):

Jemaa, Y. (2013). Seismic behaviour of deficient exterior RC beam-column joints. (Doctoral Dissertation). University of Sheffield. Retrieved from http://etheses.whiterose.ac.uk/15025/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.632737

Chicago Manual of Style (16th Edition):

Jemaa, Yaser. “Seismic behaviour of deficient exterior RC beam-column joints.” 2013. Doctoral Dissertation, University of Sheffield. Accessed September 30, 2020. http://etheses.whiterose.ac.uk/15025/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.632737.

MLA Handbook (7th Edition):

Jemaa, Yaser. “Seismic behaviour of deficient exterior RC beam-column joints.” 2013. Web. 30 Sep 2020.

Vancouver:

Jemaa Y. Seismic behaviour of deficient exterior RC beam-column joints. [Internet] [Doctoral dissertation]. University of Sheffield; 2013. [cited 2020 Sep 30]. Available from: http://etheses.whiterose.ac.uk/15025/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.632737.

Council of Science Editors:

Jemaa Y. Seismic behaviour of deficient exterior RC beam-column joints. [Doctoral Dissertation]. University of Sheffield; 2013. Available from: http://etheses.whiterose.ac.uk/15025/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.632737


University of Toronto

21. Kabanda, John Samuel. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.

Degree: 2013, University of Toronto

Nonlinear seismic soil-structure interaction (SSI) analyses are often completed using the equivalent linear frequency domain analysis method as it is simple to use and computationally… (more)

Subjects/Keywords: Structural Engineering; Geotechnical Engineering; 0543

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APA (6th Edition):

Kabanda, J. S. (2013). Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42977

Chicago Manual of Style (16th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Masters Thesis, University of Toronto. Accessed September 30, 2020. http://hdl.handle.net/1807/42977.

MLA Handbook (7th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Web. 30 Sep 2020.

Vancouver:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1807/42977.

Council of Science Editors:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42977

22. Landgraf, Daniel. Developing the design of road going welded structures with special considerations for hot-dip galvanizing.

Degree: 2019, University of Tennessee – Chattanooga

 The primary objective of this thesis is to provide accessible methods for numerical analysis of the mechanical behavior of welded structures specific to roadgoing trailers… (more)

Subjects/Keywords: Engineering design; Structural engineering  – Congresses

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APA (6th Edition):

Landgraf, D. (2019). Developing the design of road going welded structures with special considerations for hot-dip galvanizing. (Masters Thesis). University of Tennessee – Chattanooga. Retrieved from https://scholar.utc.edu/theses/627

Chicago Manual of Style (16th Edition):

Landgraf, Daniel. “Developing the design of road going welded structures with special considerations for hot-dip galvanizing.” 2019. Masters Thesis, University of Tennessee – Chattanooga. Accessed September 30, 2020. https://scholar.utc.edu/theses/627.

MLA Handbook (7th Edition):

Landgraf, Daniel. “Developing the design of road going welded structures with special considerations for hot-dip galvanizing.” 2019. Web. 30 Sep 2020.

Vancouver:

Landgraf D. Developing the design of road going welded structures with special considerations for hot-dip galvanizing. [Internet] [Masters thesis]. University of Tennessee – Chattanooga; 2019. [cited 2020 Sep 30]. Available from: https://scholar.utc.edu/theses/627.

Council of Science Editors:

Landgraf D. Developing the design of road going welded structures with special considerations for hot-dip galvanizing. [Masters Thesis]. University of Tennessee – Chattanooga; 2019. Available from: https://scholar.utc.edu/theses/627

23. Wyatt, Kyle David. CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING.

Degree: MS, 2015, University of New Hampshire

Structural health monitoring (SHM) systems are used to measure and analyze structure data (e.g., floor accelerations and strains in structural members) to identify damage… (more)

Subjects/Keywords: Civil Engineering; Smartphone; Structural Engineering

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

APA (6th Edition):

Wyatt, K. D. (2015). CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1054

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):

Wyatt, Kyle David. “CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING.” 2015. Thesis, University of New Hampshire. Accessed September 30, 2020. https://scholars.unh.edu/thesis/1054.

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

MLA Handbook (7th Edition):

Wyatt, Kyle David. “CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING.” 2015. Web. 30 Sep 2020.

Vancouver:

Wyatt KD. CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING. [Internet] [Thesis]. University of New Hampshire; 2015. [cited 2020 Sep 30]. Available from: https://scholars.unh.edu/thesis/1054.

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

Council of Science Editors:

Wyatt KD. CREATING A SMARTPHONE APPLICATION FOR MEASURING RESPONSES OF AN EXPERIMENTAL STRUCTURE AT MULTIPLE LOCATIONS AND FOR K-12 STEM OUTREACH RELATED TO STRUCTURAL ENGINEERING. [Thesis]. University of New Hampshire; 2015. Available from: https://scholars.unh.edu/thesis/1054

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


Ryerson University

24. Pinto, Ivan L. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.

Degree: 2013, Ryerson University

 The objective of this project was to provide an overview of Life Cycle Assessment (LCA) and to demonstrate its application as a tool to provide… (more)

Subjects/Keywords: Structural engineering; Structural analysis (Engineering); Steel; Structural; Concrete construction

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APA (6th Edition):

Pinto, I. L. (2013). Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2401

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):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Thesis, Ryerson University. Accessed September 30, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2401.

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

MLA Handbook (7th Edition):

Pinto, Ivan L. “Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings.” 2013. Web. 30 Sep 2020.

Vancouver:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Internet] [Thesis]. Ryerson University; 2013. [cited 2020 Sep 30]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2401.

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

Council of Science Editors:

Pinto IL. Life Cycle Assessment Overview And Application: Comparison Of Structural Frame Alternatives For Office Buildings. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2401

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


Nelson Mandela Metropolitan University

25. Victor, Ngea Njoume. Characterising the structural integrity of mechanical formed low carbon steel.

Degree: Faculty of Engineering, the Built Environment and Information Technology, 2012, Nelson Mandela Metropolitan University

 The contribution of the clamping force in the technique used in this study to stretch-bend low carbon steel samples was investigated to support the subsequent… (more)

Subjects/Keywords: Carbon steel; Structural analysis (Engineering); Steel, Structural

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APA (6th Edition):

Victor, N. N. (2012). Characterising the structural integrity of mechanical formed low carbon steel. (Thesis). Nelson Mandela Metropolitan University. Retrieved from http://hdl.handle.net/10948/d1012089

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):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Thesis, Nelson Mandela Metropolitan University. Accessed September 30, 2020. http://hdl.handle.net/10948/d1012089.

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

MLA Handbook (7th Edition):

Victor, Ngea Njoume. “Characterising the structural integrity of mechanical formed low carbon steel.” 2012. Web. 30 Sep 2020.

Vancouver:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Internet] [Thesis]. Nelson Mandela Metropolitan University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10948/d1012089.

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

Council of Science Editors:

Victor NN. Characterising the structural integrity of mechanical formed low carbon steel. [Thesis]. Nelson Mandela Metropolitan University; 2012. Available from: http://hdl.handle.net/10948/d1012089

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


Columbia University

26. Kontoroupi, Thaleia. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.

Degree: 2016, Columbia University

 A Bayesian approach to system identification for structural control and health monitoring contains three main levels of inference, namely model assessment, joint state/parameter estimation and… (more)

Subjects/Keywords: Structural analysis (Engineering); Structural engineering; Nonlinear systems; Structural health monitoring; Engineering; Civil engineering; Mechanical engineering

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APA (6th Edition):

Kontoroupi, T. (2016). Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8MK6CXD

Chicago Manual of Style (16th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Doctoral Dissertation, Columbia University. Accessed September 30, 2020. https://doi.org/10.7916/D8MK6CXD.

MLA Handbook (7th Edition):

Kontoroupi, Thaleia. “Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring.” 2016. Web. 30 Sep 2020.

Vancouver:

Kontoroupi T. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2020 Sep 30]. Available from: https://doi.org/10.7916/D8MK6CXD.

Council of Science Editors:

Kontoroupi T. Probabilistic Identification and Prognosis of Nonlinear Dynamic Systems with applications in Structural Control and Health Monitoring. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8MK6CXD


Indian Institute of Science

27. Karuna, K. Structural Safety Analysis with Alternative Uncertainty Models.

Degree: MSc Engg, Faculty of Engineering, 2018, Indian Institute of Science

 Probabilistic methods have been widely used in structural engineering to model uncertainties in loads and structural properties. The subjects of structural reliability analysis, random vibrations,… (more)

Subjects/Keywords: Structural Safety Analysis; Engineering Structures; Uncertainty Modelling; Structural Engineering; Probabilisltic Structural Analysis; Uncertainty Model; Structural Safety Assessment; Structural Analysis; Civil Engineering

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APA (6th Edition):

Karuna, K. (2018). Structural Safety Analysis with Alternative Uncertainty Models. (Masters Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/3823

Chicago Manual of Style (16th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2018. Masters Thesis, Indian Institute of Science. Accessed September 30, 2020. http://etd.iisc.ac.in/handle/2005/3823.

MLA Handbook (7th Edition):

Karuna, K. “Structural Safety Analysis with Alternative Uncertainty Models.” 2018. Web. 30 Sep 2020.

Vancouver:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Internet] [Masters thesis]. Indian Institute of Science; 2018. [cited 2020 Sep 30]. Available from: http://etd.iisc.ac.in/handle/2005/3823.

Council of Science Editors:

Karuna K. Structural Safety Analysis with Alternative Uncertainty Models. [Masters Thesis]. Indian Institute of Science; 2018. Available from: http://etd.iisc.ac.in/handle/2005/3823


University of Louisville

28. Yang, Li. Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating.

Degree: PhD, 2017, University of Louisville

  This research proposed and verified an innovative method to identify and locate structural damage using only the response of operational vibration, that is the… (more)

Subjects/Keywords: structural health monitoring; modal scaling; structural vibration; Structural Engineering

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APA (6th Edition):

Yang, L. (2017). Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating. (Doctoral Dissertation). University of Louisville. Retrieved from 10.18297/etd/2673 ; https://ir.library.louisville.edu/etd/2673

Chicago Manual of Style (16th Edition):

Yang, Li. “Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating.” 2017. Doctoral Dissertation, University of Louisville. Accessed September 30, 2020. 10.18297/etd/2673 ; https://ir.library.louisville.edu/etd/2673.

MLA Handbook (7th Edition):

Yang, Li. “Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating.” 2017. Web. 30 Sep 2020.

Vancouver:

Yang L. Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating. [Internet] [Doctoral dissertation]. University of Louisville; 2017. [cited 2020 Sep 30]. Available from: 10.18297/etd/2673 ; https://ir.library.louisville.edu/etd/2673.

Council of Science Editors:

Yang L. Non-contact based structural damage assessment using stochastic subspace identification and finite element model updating. [Doctoral Dissertation]. University of Louisville; 2017. Available from: 10.18297/etd/2673 ; https://ir.library.louisville.edu/etd/2673


Texas A&M University

29. Orsak, John. A Theoretical Structural Impairment Detection System for Timber Railway Bridges.

Degree: MS, Civil Engineering, 2012, Texas A&M University

 The objective of this research is to develop a theoretical Structural Impairment Detection System (SIDS) for timber railway bridges. Due to fatigue, the timber stringers… (more)

Subjects/Keywords: timber bridges; structural impairment detection; structural health monitoring; structural engineering

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APA (6th Edition):

Orsak, J. (2012). A Theoretical Structural Impairment Detection System for Timber Railway Bridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919

Chicago Manual of Style (16th Edition):

Orsak, John. “A Theoretical Structural Impairment Detection System for Timber Railway Bridges.” 2012. Masters Thesis, Texas A&M University. Accessed September 30, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919.

MLA Handbook (7th Edition):

Orsak, John. “A Theoretical Structural Impairment Detection System for Timber Railway Bridges.” 2012. Web. 30 Sep 2020.

Vancouver:

Orsak J. A Theoretical Structural Impairment Detection System for Timber Railway Bridges. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919.

Council of Science Editors:

Orsak J. A Theoretical Structural Impairment Detection System for Timber Railway Bridges. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2012-05-10919


University of Utah

30. Burkhart, Bret Albert. Behavior and analysis of plattforms building system.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 A new structural building system (Plattforms) was investigated at the University of Utah. The system was analyzed to determine capacity, behavior, and residual strength. Three… (more)

Subjects/Keywords: Structural engineering; Strut and tie

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APA (6th Edition):

Burkhart, B. A. (2011). Behavior and analysis of plattforms building system. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335

Chicago Manual of Style (16th Edition):

Burkhart, Bret Albert. “Behavior and analysis of plattforms building system.” 2011. Masters Thesis, University of Utah. Accessed September 30, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335.

MLA Handbook (7th Edition):

Burkhart, Bret Albert. “Behavior and analysis of plattforms building system.” 2011. Web. 30 Sep 2020.

Vancouver:

Burkhart BA. Behavior and analysis of plattforms building system. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2020 Sep 30]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335.

Council of Science Editors:

Burkhart BA. Behavior and analysis of plattforms building system. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335

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