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You searched for subject:(Composite Action). Showing records 1 – 30 of 40 total matches.

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Texas A&M University

1. Cummings, Wesley David. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.

Degree: 2014, Texas A&M University

 Corrosion induced deterioration is one of the main reason for repair and rehabilitation programs in conventional steel reinforced concrete bridge decks. Of all bridges in… (more)

Subjects/Keywords: Bridge Girder; Aramid; Fiber; Reinforced; Polymer; FRP; Corrosion; Anchorage; Full-scale; Composite; I-Girder; Composite Action, Composite Material; Prestressed

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APA (6th Edition):

Cummings, W. D. (2014). Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/154194

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):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Thesis, Texas A&M University. Accessed December 06, 2019. http://hdl.handle.net/1969.1/154194.

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

MLA Handbook (7th Edition):

Cummings, Wesley David. “Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons.” 2014. Web. 06 Dec 2019.

Vancouver:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1969.1/154194.

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

Council of Science Editors:

Cummings WD. Analytical and Experimental Assessment of an AASHTO I-girder Type I Prestressed with AFRP Tendons. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/154194

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


University of Dundee

2. 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 December 06, 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. 06 Dec 2019.

Vancouver:

Elabd MMA. Effect of composite action on the dynamic behaviour of space structures. [Internet] [Doctoral dissertation]. University of Dundee; 2010. [cited 2019 Dec 06]. 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


Penn State University

3. Fuhrman, Daniel Martin. Field Performance of a New Fiber Reinforced Polymer Bridge Deck.

Degree: MS, Civil Engineering, 2013, Penn State University

 The field performance of a new bridge deck system composed of pultruded trapezoidal fiber reinforced polymer (FRP) tubes wrapped with a filament wound outer layer… (more)

Subjects/Keywords: FRP; fiber reinforced polymer; deck; bridge; serviceability; composite action; distribution factors

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APA (6th Edition):

Fuhrman, D. M. (2013). Field Performance of a New Fiber Reinforced Polymer Bridge Deck. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/19831

Chicago Manual of Style (16th Edition):

Fuhrman, Daniel Martin. “Field Performance of a New Fiber Reinforced Polymer Bridge Deck.” 2013. Masters Thesis, Penn State University. Accessed December 06, 2019. https://etda.libraries.psu.edu/catalog/19831.

MLA Handbook (7th Edition):

Fuhrman, Daniel Martin. “Field Performance of a New Fiber Reinforced Polymer Bridge Deck.” 2013. Web. 06 Dec 2019.

Vancouver:

Fuhrman DM. Field Performance of a New Fiber Reinforced Polymer Bridge Deck. [Internet] [Masters thesis]. Penn State University; 2013. [cited 2019 Dec 06]. Available from: https://etda.libraries.psu.edu/catalog/19831.

Council of Science Editors:

Fuhrman DM. Field Performance of a New Fiber Reinforced Polymer Bridge Deck. [Masters Thesis]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/19831


University of Manchester

4. Beshir, Moustafa Abdelghaffar Elgharib zayed. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.

Degree: 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA (6th Edition):

Beshir, M. A. E. (2016). ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477

Chicago Manual of Style (16th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Doctoral Dissertation, University of Manchester. Accessed December 06, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

MLA Handbook (7th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Web. 06 Dec 2019.

Vancouver:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2019 Dec 06]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

Council of Science Editors:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477


University of Dundee

5. 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: 624; Space truss; Composite action; Double-layer grid; Dynamic analysis

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

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 https://discovery.dundee.ac.uk/en/studentTheses/99b1ba2d-af1e-4c64-b184-f9f52afcf722 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578740

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 December 06, 2019. https://discovery.dundee.ac.uk/en/studentTheses/99b1ba2d-af1e-4c64-b184-f9f52afcf722 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578740.

MLA Handbook (7th Edition):

Elabd, Maher Mostafa Abdel-Hakeem. “Effect of composite action on the dynamic behaviour of space structures.” 2010. Web. 06 Dec 2019.

Vancouver:

Elabd MMA. Effect of composite action on the dynamic behaviour of space structures. [Internet] [Doctoral dissertation]. University of Dundee; 2010. [cited 2019 Dec 06]. Available from: https://discovery.dundee.ac.uk/en/studentTheses/99b1ba2d-af1e-4c64-b184-f9f52afcf722 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578740.

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: https://discovery.dundee.ac.uk/en/studentTheses/99b1ba2d-af1e-4c64-b184-f9f52afcf722 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578740


University of Manchester

6. Beshir, Moustafa. Robustness of composite framed structures in fire.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: 624.1; Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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

APA (6th Edition):

Beshir, M. (2016). Robustness of composite framed structures in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

Chicago Manual of Style (16th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Doctoral Dissertation, University of Manchester. Accessed December 06, 2019. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

MLA Handbook (7th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Web. 06 Dec 2019.

Vancouver:

Beshir M. Robustness of composite framed structures in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2019 Dec 06]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

Council of Science Editors:

Beshir M. Robustness of composite framed structures in fire. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557


Kansas State University

7. Loehr, Weston. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.

Degree: MS, Civil Engineering, 2016, Kansas State University

Composite action is the joint behavior of two elements connected or bonded together. It is a phenomenon that is utilized in several applications throughout engineering.… (more)

Subjects/Keywords: Engineering; Cold-formed steel; Composite action; Slip modulus

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APA (6th Edition):

Loehr, W. (2016). The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/32722

Chicago Manual of Style (16th Edition):

Loehr, Weston. “The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.” 2016. Masters Thesis, Kansas State University. Accessed December 06, 2019. http://hdl.handle.net/2097/32722.

MLA Handbook (7th Edition):

Loehr, Weston. “The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing.” 2016. Web. 06 Dec 2019.

Vancouver:

Loehr W. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. [Internet] [Masters thesis]. Kansas State University; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2097/32722.

Council of Science Editors:

Loehr W. The influence of fastener spacing on the slip modulus between cold formed steel and wood sheathing. [Masters Thesis]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32722


Utah State University

8. Olsen, Jaiden Thomas. Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels.

Degree: MS, Civil and Environmental Engineering, 2017, Utah State University

  Thermal efficiency of Precast Concrete Sandwich Panel Walls has become a major topic when discussing the building envelope in academia. At Utah State University,… (more)

Subjects/Keywords: general methodology; composite action; insulated wall panels; evaluating; Civil Engineering

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APA (6th Edition):

Olsen, J. T. (2017). Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/6548

Chicago Manual of Style (16th Edition):

Olsen, Jaiden Thomas. “Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels.” 2017. Masters Thesis, Utah State University. Accessed December 06, 2019. https://digitalcommons.usu.edu/etd/6548.

MLA Handbook (7th Edition):

Olsen, Jaiden Thomas. “Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels.” 2017. Web. 06 Dec 2019.

Vancouver:

Olsen JT. Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels. [Internet] [Masters thesis]. Utah State University; 2017. [cited 2019 Dec 06]. Available from: https://digitalcommons.usu.edu/etd/6548.

Council of Science Editors:

Olsen JT. Developing a General Methodology for Evaluating Composite Action in Insulated Wall Panels. [Masters Thesis]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/6548


University of Alberta

9. Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse.

Degree: PhD, Department of Civil and Environmental Engineering, 2016, University of Alberta

 The susceptibility of structures to extensive collapse when subjected to a localised failure due to an extreme loading event has in recent years gained considerable… (more)

Subjects/Keywords: Composite Frame; Catenary Action; Composite Construction System; Double Angle; Arching Action; Steel Shear Connections; Concrete Slab; Compressive Ring; Progressive Collapse; Disproportionate Collapse; Shear Tab

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APA (6th Edition):

Jamshidi,Amirhoushang. (2016). Steel Shear Connections in Composite Frames Subject to Progressive Collapse. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/c4x51hj092

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

Chicago Manual of Style (16th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Doctoral Dissertation, University of Alberta. Accessed December 06, 2019. https://era.library.ualberta.ca/files/c4x51hj092.

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

MLA Handbook (7th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Web. 06 Dec 2019.

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

Vancouver:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Alberta; 2016. [cited 2019 Dec 06]. Available from: https://era.library.ualberta.ca/files/c4x51hj092.

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

Council of Science Editors:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Doctoral Dissertation]. University of Alberta; 2016. Available from: https://era.library.ualberta.ca/files/c4x51hj092

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


McMaster University

10. Grimshaw, Samuel. Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids.

Degree: MASc, 2016, McMaster University

The use of carbon fibre-reinforced plastic technology is steadily gaining traction in the modern automotive industry as a lightweight alternative to conventional materials. The versatile… (more)

Subjects/Keywords: polyamide; carbon fibre; composite; ageing; characterization; automotive; chemical resistance; mechanical degradation; plasticization; capillary action; diffusion

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APA (6th Edition):

Grimshaw, S. (2016). Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/20549

Chicago Manual of Style (16th Edition):

Grimshaw, Samuel. “Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids.” 2016. Masters Thesis, McMaster University. Accessed December 06, 2019. http://hdl.handle.net/11375/20549.

MLA Handbook (7th Edition):

Grimshaw, Samuel. “Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids.” 2016. Web. 06 Dec 2019.

Vancouver:

Grimshaw S. Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids. [Internet] [Masters thesis]. McMaster University; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11375/20549.

Council of Science Editors:

Grimshaw S. Polyamide Carbon Fibre Filled Composite Ageing Characterization in Conventional Automotive Fluids. [Masters Thesis]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/20549

11. Fredriksson, Jacob. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.

Degree: Environmental and Natural Resources Engineering, 2019, Luleå University of Technology

The purpose of this master thesis is to provide suggestions of how composite bridges with I-beams (steel beams and concrete slab connected via shear… (more)

Subjects/Keywords: Composite action; bridge; widening; concrete; steel; samverkan; bro; breddning; betong; stål; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Fredriksson, J. (2019). Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047

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):

Fredriksson, Jacob. “Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.” 2019. Thesis, Luleå University of Technology. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047.

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

MLA Handbook (7th Edition):

Fredriksson, Jacob. “Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.” 2019. Web. 06 Dec 2019.

Vancouver:

Fredriksson J. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047.

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

Council of Science Editors:

Fredriksson J. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. [Thesis]. Luleå University of Technology; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047

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


University of Kansas

12. Li, Chaohui. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2017, University of Kansas

 Results are reported from tests of small scale push-off and large-scale composite NU I-girder specimens conducted to establish an interface connection detail that 1) Facilitates… (more)

Subjects/Keywords: Civil engineering; Bond Breaker; Composite Action; Deck Removal; Fatigue Test; NU I-Girder; Shear Friction

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APA (6th Edition):

Li, C. (2017). Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/26356

Chicago Manual of Style (16th Edition):

Li, Chaohui. “Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.” 2017. Doctoral Dissertation, University of Kansas. Accessed December 06, 2019. http://hdl.handle.net/1808/26356.

MLA Handbook (7th Edition):

Li, Chaohui. “Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.” 2017. Web. 06 Dec 2019.

Vancouver:

Li C. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. [Internet] [Doctoral dissertation]. University of Kansas; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1808/26356.

Council of Science Editors:

Li C. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. [Doctoral Dissertation]. University of Kansas; 2017. Available from: http://hdl.handle.net/1808/26356


Université du Luxembourg

13. Chrzanowski, Maciej. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.

Degree: 2019, Université du Luxembourg

 The PhD Thesis is dealing with the shear transfer in heavy steel-concrete composite columns with multiple encased steel profiles. In the conducted research, a focus… (more)

Subjects/Keywords: Steel-concrete composite columns; Multiple encased steel profiles; Shear transfer; Composite action; Shear connection; Structural behaviour; Effective stiffness; Engineering, computing & technology :: Civil engineering [C04]; Ingénierie, informatique & technologie :: Ingénierie civile [C04]

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

APA (6th Edition):

Chrzanowski, M. (2019). Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. (Doctoral Dissertation). Université du Luxembourg. Retrieved from http://orbilu.uni.lu/handle/10993/40011

Chicago Manual of Style (16th Edition):

Chrzanowski, Maciej. “Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.” 2019. Doctoral Dissertation, Université du Luxembourg. Accessed December 06, 2019. http://orbilu.uni.lu/handle/10993/40011.

MLA Handbook (7th Edition):

Chrzanowski, Maciej. “Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles.” 2019. Web. 06 Dec 2019.

Vancouver:

Chrzanowski M. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. [Internet] [Doctoral dissertation]. Université du Luxembourg; 2019. [cited 2019 Dec 06]. Available from: http://orbilu.uni.lu/handle/10993/40011.

Council of Science Editors:

Chrzanowski M. Shear Transfer in Heavy Steel-Concrete Composite Columns with Multiple Encased Steel Profiles. [Doctoral Dissertation]. Université du Luxembourg; 2019. Available from: http://orbilu.uni.lu/handle/10993/40011

14. Stahlin, Simon. Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors.

Degree: Environmental and Natural Resources Engineering, 2019, Luleå University of Technology

For bridges to cope with increased requirements such as increased loads, strengthening work can be carried out. In cases where older steel-concrete bridges do… (more)

Subjects/Keywords: composite bridge; composite action; shear connector; coiled spring pins; finite element modeling; samverkansbro; samverkan; skjuvförbindare; spiralbult; finita element modellering; Infrastructure Engineering; Infrastrukturteknik

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

APA (6th Edition):

Stahlin, S. (2019). Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-74008

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):

Stahlin, Simon. “Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors.” 2019. Thesis, Luleå University of Technology. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-74008.

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

MLA Handbook (7th Edition):

Stahlin, Simon. “Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors.” 2019. Web. 06 Dec 2019.

Vancouver:

Stahlin S. Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-74008.

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

Council of Science Editors:

Stahlin S. Non-Linear FE-Analysis of a Composite Action Girder with Coiled Spring Pins as Shear Connectors. [Thesis]. Luleå University of Technology; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-74008

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


University of Western Ontario

15. Adawi, Aiham. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.

Degree: 2015, University of Western Ontario

 Hollowcore slabs are used in floors and roofs of residential, commercial, industrial and institutional buildings. They are precast/prestressed concrete elements produced using the extrusion process.… (more)

Subjects/Keywords: hollowcore slabs; composite action; concrete topping; Finite Element Analysis; shear stresses; peel stresses; interface stiffness; Structural Engineering

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

APA (6th Edition):

Adawi, A. (2015). Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3265

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):

Adawi, Aiham. “Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.” 2015. Thesis, University of Western Ontario. Accessed December 06, 2019. https://ir.lib.uwo.ca/etd/3265.

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

MLA Handbook (7th Edition):

Adawi, Aiham. “Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete.” 2015. Web. 06 Dec 2019.

Vancouver:

Adawi A. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. [Internet] [Thesis]. University of Western Ontario; 2015. [cited 2019 Dec 06]. Available from: https://ir.lib.uwo.ca/etd/3265.

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

Council of Science Editors:

Adawi A. Shear and Peel Stresses at the Interface between Hollowcore Slabs and the Topping Concrete. [Thesis]. University of Western Ontario; 2015. Available from: https://ir.lib.uwo.ca/etd/3265

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


Virginia Tech

16. Menkulasi, Fatmir. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.

Degree: PhD, Civil and Environmental Engineering, 2014, Virginia Tech

 The inverted T-beam bridge system provides an accelerated bridge construction alternative for short-to-medium-span bridges. The system consists of adjacent precast inverted T-beams finished with a… (more)

Subjects/Keywords: Precast Inverted T-beams; Transverse Bending; Time Dependent Effects; Temperature effects; End Stresses; Composite Action; Live Load Distribution Factors

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

APA (6th Edition):

Menkulasi, F. (2014). Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50413

Chicago Manual of Style (16th Edition):

Menkulasi, Fatmir. “Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.” 2014. Doctoral Dissertation, Virginia Tech. Accessed December 06, 2019. http://hdl.handle.net/10919/50413.

MLA Handbook (7th Edition):

Menkulasi, Fatmir. “Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges.” 2014. Web. 06 Dec 2019.

Vancouver:

Menkulasi F. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10919/50413.

Council of Science Editors:

Menkulasi F. Development of a Composite Concrete Bridge System for Short-to-Medium-Span Bridges. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/50413


Delft University of Technology

17. Flink, P.J. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.

Degree: 2015, Delft University of Technology

 Many old moveable bridges have exceeded their technical lifetime. Replacement of the foundations is expensive and often unnecessary if the new bridge superstructure is lighter… (more)

Subjects/Keywords: Fiber Reinforced Polymer; FRP; Bolted Connection; Composite Action; Glass; Fiber; Fibre; Tsai Wu; Tsai-Wu; Julianabrug

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APA (6th Edition):

Flink, P. J. (2015). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d

Chicago Manual of Style (16th Edition):

Flink, P J. “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 06, 2019. http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

MLA Handbook (7th Edition):

Flink, P J. “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:.” 2015. Web. 06 Dec 2019.

Vancouver:

Flink PJ. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 06]. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

Council of Science Editors:

Flink PJ. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d

18. Olsson, David. Achieving Composite Action in Existing Bridges : With post-installed shear connectors.

Degree: Environmental and Natural Resources Engineering, 2017, Luleå University of Technology

  The increased amount of traffic combined with higher traffic loads leads to many existing bridges needing strengthening in the future to ensure their expected… (more)

Subjects/Keywords: Shear connector; Composite action; post-installed; strengthening; Pitsund Bridge; coiled spring pins; Skjuvförbindare; Samverkansbroar; förstärkningsarbete; Pitsundsbron; spiralbult

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APA (6th Edition):

Olsson, D. (2017). Achieving Composite Action in Existing Bridges : With post-installed shear connectors. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61492

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):

Olsson, David. “Achieving Composite Action in Existing Bridges : With post-installed shear connectors.” 2017. Thesis, Luleå University of Technology. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61492.

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

MLA Handbook (7th Edition):

Olsson, David. “Achieving Composite Action in Existing Bridges : With post-installed shear connectors.” 2017. Web. 06 Dec 2019.

Vancouver:

Olsson D. Achieving Composite Action in Existing Bridges : With post-installed shear connectors. [Internet] [Thesis]. Luleå University of Technology; 2017. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61492.

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

Council of Science Editors:

Olsson D. Achieving Composite Action in Existing Bridges : With post-installed shear connectors. [Thesis]. Luleå University of Technology; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61492

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


University of Maine

19. Albraheemi, Mahmood J. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.

Degree: MSCE, Civil Engineering, 2018, University of Maine

  This research focuses on understanding the behavior of five, non-composite, simple-span steel girder bridges using field load testing and calibrated finite element models. These… (more)

Subjects/Keywords: Field test; Steel girder bridge; Composite action; Finite element modeling; Load rating; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Albraheemi, M. J. (2018). Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2850

Chicago Manual of Style (16th Edition):

Albraheemi, Mahmood J. “Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.” 2018. Masters Thesis, University of Maine. Accessed December 06, 2019. https://digitalcommons.library.umaine.edu/etd/2850.

MLA Handbook (7th Edition):

Albraheemi, Mahmood J. “Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.” 2018. Web. 06 Dec 2019.

Vancouver:

Albraheemi MJ. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. [Internet] [Masters thesis]. University of Maine; 2018. [cited 2019 Dec 06]. Available from: https://digitalcommons.library.umaine.edu/etd/2850.

Council of Science Editors:

Albraheemi MJ. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. [Masters Thesis]. University of Maine; 2018. Available from: https://digitalcommons.library.umaine.edu/etd/2850


Queens University

20. Tomlinson, Douglas. Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads .

Degree: Civil Engineering, 2015, Queens University

 Precast concrete sandwich panels are commonly used on building exteriors. They are typically composed of two concrete wythes that surround rigid insulation. They are advantageous… (more)

Subjects/Keywords: Basalt FRP; Interaction Diagram; Sandwich Panel; Parametric Study; Push-through; Shear Connectors; Composite Action; Flexural Response; Shear Deformation; Precast Concrete

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APA (6th Edition):

Tomlinson, D. (2015). Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/13745

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):

Tomlinson, Douglas. “Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads .” 2015. Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/13745.

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

MLA Handbook (7th Edition):

Tomlinson, Douglas. “Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads .” 2015. Web. 06 Dec 2019.

Vancouver:

Tomlinson D. Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads . [Internet] [Thesis]. Queens University; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/13745.

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

Council of Science Editors:

Tomlinson D. Behaviour of Partially Composite Precast Concrete Sandwich Panels under Flexural and Axial Loads . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/13745

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


Brno University of Technology

21. Poláček, Petr. Administrativní budova .

Degree: 2019, Brno University of Technology

 Diplomová práce se zabývá návrhem nosné konstrukce administrativní budovy. Budova je navržena pro oblast Svitavy. Půdorysné rozměry objektu jsou 54,0 x 54,0 m. Budova má… (more)

Subjects/Keywords: administrativní budova; ocelová konstrukce; spřažený sloup; spřažený nosník; spřažení; trapézový plech; ztužidlo; šroubový spoj; svar; office building; steel structure; composite column; composite beam; composite action; trapezoidal sheet; bracing; bolted conection; weld

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APA (6th Edition):

Poláček, P. (2019). Administrativní budova . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137523

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):

Poláček, Petr. “Administrativní budova .” 2019. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/137523.

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

MLA Handbook (7th Edition):

Poláček, Petr. “Administrativní budova .” 2019. Web. 06 Dec 2019.

Vancouver:

Poláček P. Administrativní budova . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/137523.

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

Council of Science Editors:

Poláček P. Administrativní budova . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137523

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

22. Dias, Hércules Bezerra. Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários.

Degree: Mestrado, Desenvolvimento, Caracterização e Aplicação de Materiais, 2014, University of São Paulo

Resinas compostas comumente utilizadas em restaurações, anteriores e posteriores, resultam em maior acúmulo de biofilme bacteriano do que outros materiais restauradores, o que contribui para… (more)

Subjects/Keywords: Composite resin; Dióxido de titânio; Nanotechnology; Nanotecnologia; Óxido de zinco; Products with antimicrobial action; Produtos com ação antimicrobiana; Resina composta; Titanium dioxide; Zinc oxide

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APA (6th Edition):

Dias, H. B. (2014). Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18158/tde-14012015-151052/ ;

Chicago Manual of Style (16th Edition):

Dias, Hércules Bezerra. “Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários.” 2014. Masters Thesis, University of São Paulo. Accessed December 06, 2019. http://www.teses.usp.br/teses/disponiveis/18/18158/tde-14012015-151052/ ;.

MLA Handbook (7th Edition):

Dias, Hércules Bezerra. “Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários.” 2014. Web. 06 Dec 2019.

Vancouver:

Dias HB. Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2019 Dec 06]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18158/tde-14012015-151052/ ;.

Council of Science Editors:

Dias HB. Síntese e caracterização de nanopartículas de ZnO e TiO2 dopadas com Ag para aplicação em materiais dentários. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18158/tde-14012015-151052/ ;


Université de Sherbrooke

23. Ali, Ahmed Mohamed Ahmed. Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes .

Degree: 2018, Université de Sherbrooke

 Au cours des deux dernières décennies, les travaux de recherche rapportés sur les tubes de polymères renforcés de fibres remplis de bétons (TPRFB) ont clairement… (more)

Subjects/Keywords: Polymère renforcé de fibres (PRF); Tubes en PRF; Charge cyclique; Adhérence; Action composite; Retrait du béton; Revêtement de sable; Connexion TPRFB; Fiber-reinforced polymer; Flexural behavior; Concrete-filled FRP tubes

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APA (6th Edition):

Ali, A. M. A. (2018). Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/14198

Chicago Manual of Style (16th Edition):

Ali, Ahmed Mohamed Ahmed. “Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes .” 2018. Doctoral Dissertation, Université de Sherbrooke. Accessed December 06, 2019. http://hdl.handle.net/11143/14198.

MLA Handbook (7th Edition):

Ali, Ahmed Mohamed Ahmed. “Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes .” 2018. Web. 06 Dec 2019.

Vancouver:

Ali AMA. Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2018. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11143/14198.

Council of Science Editors:

Ali AMA. Bond performance between concrete and the FRP tube under cyclic loading; and design of new beam-column connection for concrete-filled FRP tubes . [Doctoral Dissertation]. Université de Sherbrooke; 2018. Available from: http://hdl.handle.net/11143/14198


University of Cincinnati

24. KANTHA SAMY, MADHAN KUMAR. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 Bridges B-0071 and B-0171 in Hamilton County, Ohio have been in service for about fifty years. They are short span bridges with prestressed concrete girders.… (more)

Subjects/Keywords: Engineering, Civil; Bridges; FRP; Prestressed Concrete; Concrete; Load Rating Factor; Nondestructive Load testing; Finite Element Analysis; Distribution Factors; Semi&8211; integral Diaphragms; Impact Factor; Composite Action

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APA (6th Edition):

KANTHA SAMY, M. K. (2007). FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654

Chicago Manual of Style (16th Edition):

KANTHA SAMY, MADHAN KUMAR. “FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.” 2007. Masters Thesis, University of Cincinnati. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654.

MLA Handbook (7th Edition):

KANTHA SAMY, MADHAN KUMAR. “FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.” 2007. Web. 06 Dec 2019.

Vancouver:

KANTHA SAMY MK. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654.

Council of Science Editors:

KANTHA SAMY MK. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654

25. Batrel, Charlène. Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers.

Degree: Docteur es, Biologie Santé, 2014, Université Montpellier I

Contexte: La réponse synchrone des fibres auditives, évaluée à partir de l'onde I des potentiels d'action évoqués auditifs (PEA), ou à partir du potentiel d'action(more)

Subjects/Keywords: Nerf auditif; Exploration fonctionnelle; Potentiel d'action composite; Enregistrements unitaires; Neuropathie; Ouabaïne; Auditory nerve; Functional exploration; Compound action potential; Single fiber recording; Neuropathy; Ouabain; 612

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APA (6th Edition):

Batrel, C. (2014). Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers. (Doctoral Dissertation). Université Montpellier I. Retrieved from http://www.theses.fr/2014MON13520

Chicago Manual of Style (16th Edition):

Batrel, Charlène. “Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers.” 2014. Doctoral Dissertation, Université Montpellier I. Accessed December 06, 2019. http://www.theses.fr/2014MON13520.

MLA Handbook (7th Edition):

Batrel, Charlène. “Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers.” 2014. Web. 06 Dec 2019.

Vancouver:

Batrel C. Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers. [Internet] [Doctoral dissertation]. Université Montpellier I; 2014. [cited 2019 Dec 06]. Available from: http://www.theses.fr/2014MON13520.

Council of Science Editors:

Batrel C. Nouvelle méthode d'exploration fonctionnelle du nerf auditif : A new approach to probe the activity of auditory nerve fibers. [Doctoral Dissertation]. Université Montpellier I; 2014. Available from: http://www.theses.fr/2014MON13520


Queensland University of Technology

26. Jamtsho, Lungten. Performance load testing and structural adequacy evaluation of road bridge decks.

Degree: 2011, Queensland University of Technology

 Many ageing road bridges, particularly timber bridges, require urgent improvement due to the demand imposed by the recent version of the Australian bridge loading code,… (more)

Subjects/Keywords: disused flat rail wagons; low volume traffic bridges; bridge decks; performance load testing; grillage method; composite action; serviceability limit states; ultimate limit state high axle loads; structural adequacy

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APA (6th Edition):

Jamtsho, L. (2011). Performance load testing and structural adequacy evaluation of road bridge decks. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/46822/

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):

Jamtsho, Lungten. “Performance load testing and structural adequacy evaluation of road bridge decks.” 2011. Thesis, Queensland University of Technology. Accessed December 06, 2019. https://eprints.qut.edu.au/46822/.

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

MLA Handbook (7th Edition):

Jamtsho, Lungten. “Performance load testing and structural adequacy evaluation of road bridge decks.” 2011. Web. 06 Dec 2019.

Vancouver:

Jamtsho L. Performance load testing and structural adequacy evaluation of road bridge decks. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2019 Dec 06]. Available from: https://eprints.qut.edu.au/46822/.

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

Council of Science Editors:

Jamtsho L. Performance load testing and structural adequacy evaluation of road bridge decks. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/46822/

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


Queens University

27. Dutta, Debrup. Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector .

Degree: Civil Engineering, Queens University

 This thesis examines the structural effectiveness of a new concrete sandwich panel with a shear connector made of glass fibre reinforced polymer (GFRP) pultruded channel… (more)

Subjects/Keywords: Sandwich Panels; Composite Action; Shear Connector; Concrete Wythe; Thermal Bridging; Pultruded Sections

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APA (6th Edition):

Dutta, D. (n.d.). Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/24934

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Dutta, Debrup. “Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector .” Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/24934.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Dutta, Debrup. “Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector .” Web. 06 Dec 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Dutta D. Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector . [Internet] [Thesis]. Queens University; [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/24934.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Dutta D. Behaviour of Concrete Sandwich Wall Panels in Flexure Using a Novel GFRP Shear Connector . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/24934

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Delft University of Technology

28. Kolstein, M.H. Fatigue classification of welded joints in orthotropic steel bridge decks.

Degree: 2007, Delft University of Technology

 This dissertation presents the research into fatigue classifications of welded joints in orthotropic steel bridge decks. These classifications are needed to calculate the fatigue life… (more)

Subjects/Keywords: steel bridges; orthotropic decks; fatigue classification; welded joints; composite action; deck surfacing

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APA (6th Edition):

Kolstein, M. H. (2007). Fatigue classification of welded joints in orthotropic steel bridge decks. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b

Chicago Manual of Style (16th Edition):

Kolstein, M H. “Fatigue classification of welded joints in orthotropic steel bridge decks.” 2007. Doctoral Dissertation, Delft University of Technology. Accessed December 06, 2019. http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b.

MLA Handbook (7th Edition):

Kolstein, M H. “Fatigue classification of welded joints in orthotropic steel bridge decks.” 2007. Web. 06 Dec 2019.

Vancouver:

Kolstein MH. Fatigue classification of welded joints in orthotropic steel bridge decks. [Internet] [Doctoral dissertation]. Delft University of Technology; 2007. [cited 2019 Dec 06]. Available from: http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b.

Council of Science Editors:

Kolstein MH. Fatigue classification of welded joints in orthotropic steel bridge decks. [Doctoral Dissertation]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; urn:NBN:nl:ui:24-uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b ; http://resolver.tudelft.nl/uuid:a7bb8daa-930b-405d-af60-8fbfb7c4119b

29. Bihina, Gisèle. Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams.

Degree: Docteur es, Génie Civil, 2011, Université Blaise-Pascale, Clermont-Ferrand II

 En situation d’incendie, la dégradation des propriétés mécaniques des matériaux constitutifs d’une structure peut sensiblement en modifier le comportement global. Ainsi, lors d’essais au feu… (more)

Subjects/Keywords: Incendie; Eurocodes; Élément de structure mixte acier–béton; Poutre cellulaire; Dalle mixte; Effet membrane; Méthode FRACOF; Éléments finis; Fire; Eurocodes; Composite steel and concrete structural member; Cellular beam; Composite floor slab; Membrane action; FRACOF method; Finite element modelling

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

APA (6th Edition):

Bihina, G. (2011). Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams. (Doctoral Dissertation). Université Blaise-Pascale, Clermont-Ferrand II. Retrieved from http://www.theses.fr/2011CLF22143

Chicago Manual of Style (16th Edition):

Bihina, Gisèle. “Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams.” 2011. Doctoral Dissertation, Université Blaise-Pascale, Clermont-Ferrand II. Accessed December 06, 2019. http://www.theses.fr/2011CLF22143.

MLA Handbook (7th Edition):

Bihina, Gisèle. “Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams.” 2011. Web. 06 Dec 2019.

Vancouver:

Bihina G. Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams. [Internet] [Doctoral dissertation]. Université Blaise-Pascale, Clermont-Ferrand II; 2011. [cited 2019 Dec 06]. Available from: http://www.theses.fr/2011CLF22143.

Council of Science Editors:

Bihina G. Analyse du comportement au feu des planchers mixtes acier-béton constitutés de poutres cellulaires : Analysis of the fire behaviour of steel and concrete composite floors made of cellular beams. [Doctoral Dissertation]. Université Blaise-Pascale, Clermont-Ferrand II; 2011. Available from: http://www.theses.fr/2011CLF22143


Delft University of Technology

30. Oosterom, A.C.J. Composite - Hotel Design:.

Degree: 2012, Delft University of Technology

Experimental hotel design based on the specific properties of FRP materials. Advisors/Committee Members: Engels, J.F., Klein, T..

Subjects/Keywords: FRP; composite; laminated sandwich; composite action; structural profile; Fiber Reinforce Plastic; hotel; plastic architecture; modular; dual graduation; FRP facade

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

APA (6th Edition):

Oosterom, A. C. J. (2012). Composite - Hotel Design:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e6aa3f09-8fb0-4ff6-b36a-c14b0f9ccde1

Chicago Manual of Style (16th Edition):

Oosterom, A C J. “Composite - Hotel Design:.” 2012. Masters Thesis, Delft University of Technology. Accessed December 06, 2019. http://resolver.tudelft.nl/uuid:e6aa3f09-8fb0-4ff6-b36a-c14b0f9ccde1.

MLA Handbook (7th Edition):

Oosterom, A C J. “Composite - Hotel Design:.” 2012. Web. 06 Dec 2019.

Vancouver:

Oosterom ACJ. Composite - Hotel Design:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Dec 06]. Available from: http://resolver.tudelft.nl/uuid:e6aa3f09-8fb0-4ff6-b36a-c14b0f9ccde1.

Council of Science Editors:

Oosterom ACJ. Composite - Hotel Design:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:e6aa3f09-8fb0-4ff6-b36a-c14b0f9ccde1

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