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You searched for subject:( elements with shear reinforcement). Showing records 1 – 30 of 23791 total matches.

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Brno University of Technology

1. Macháček, Jan. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .

Degree: 2019, Brno University of Technology

 Diplomová práce se zabývá problematikou návrhu betonových konstrukcí vyztužených FRP dle předpisů ACI, fib, CSA a EC2, které jsou namáhány posouvající silou. Byly popsány rozdíly… (more)

Subjects/Keywords: FRP; nekovová výztuž; GFRP; CFRP; B500B; posouvající síla; smyk; prvky se smykovou výztuží; prvky bez smykové výztuže; ohyb; monolitická stropní deska; protlačení.; FRP; non-metal reinforcement; GFRP; CFRP; steel rebar; shear force; shear; elements with shear reinforcement; elements without shear reinforcement; bending; cast-inplace floor slab; punching shear.

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APA (6th Edition):

Macháček, J. (2019). Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137519

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):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/137519.

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

MLA Handbook (7th Edition):

Macháček, Jan. “Využití moderních kompozitních materiálů při návrhu betonových konstrukcí .” 2019. Web. 24 Jan 2020.

Vancouver:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/137519.

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

Council of Science Editors:

Macháček J. Využití moderních kompozitních materiálů při návrhu betonových konstrukcí . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137519

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


University of Waterloo

2. Xu, Jiaxin. Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite.

Degree: 2016, University of Waterloo

 Natural fiber as an alternative for glass fiber to reinforce thermoplastic in the automotive industry has already attracted many manufacturers’ interest because of its many… (more)

Subjects/Keywords: reinforcement of PA6 with cellulose

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APA (6th Edition):

Xu, J. (2016). Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10884

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):

Xu, Jiaxin. “Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite.” 2016. Thesis, University of Waterloo. Accessed January 24, 2020. http://hdl.handle.net/10012/10884.

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

MLA Handbook (7th Edition):

Xu, Jiaxin. “Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite.” 2016. Web. 24 Jan 2020.

Vancouver:

Xu J. Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10012/10884.

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

Council of Science Editors:

Xu J. Evaluation of Mechanical Properties of Recycled Polyamide-Cellulose Fiber Composite. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10884

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


University of Minnesota

3. Mathys, Brian Thomas. Anchorage of shear reinforcement in prestressed concrete bridge girders.

Degree: MS, Civil Engineering, 2014, University of Minnesota

 The Minnesota Department of Transportation has typically used epoxy coated straight legged stirrups anchored in the tension zone as transverse reinforcement in prestressed concrete bridge… (more)

Subjects/Keywords: Anchorage; Concrete; Girder; Prestressed; Reinforcement; Shear

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APA (6th Edition):

Mathys, B. T. (2014). Anchorage of shear reinforcement in prestressed concrete bridge girders. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/165568

Chicago Manual of Style (16th Edition):

Mathys, Brian Thomas. “Anchorage of shear reinforcement in prestressed concrete bridge girders.” 2014. Masters Thesis, University of Minnesota. Accessed January 24, 2020. http://hdl.handle.net/11299/165568.

MLA Handbook (7th Edition):

Mathys, Brian Thomas. “Anchorage of shear reinforcement in prestressed concrete bridge girders.” 2014. Web. 24 Jan 2020.

Vancouver:

Mathys BT. Anchorage of shear reinforcement in prestressed concrete bridge girders. [Internet] [Masters thesis]. University of Minnesota; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11299/165568.

Council of Science Editors:

Mathys BT. Anchorage of shear reinforcement in prestressed concrete bridge girders. [Masters Thesis]. University of Minnesota; 2014. Available from: http://hdl.handle.net/11299/165568


University of Illinois – Urbana-Champaign

4. Boler, Huseyin. On the shear strength of polyurethane coated railroad ballast.

Degree: MS, 0106, 2012, University of Illinois – Urbana-Champaign

 Unbound nature of railroad ballast aggregates causes abrasion and degrada- tion predicaments due to heavy train axle loads. Polyurethane reinforcement of ballast layer is a… (more)

Subjects/Keywords: Railroad Ballast; Shear Strength; Polyurethane Reinforcement

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APA (6th Edition):

Boler, H. (2012). On the shear strength of polyurethane coated railroad ballast. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30885

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):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed January 24, 2020. http://hdl.handle.net/2142/30885.

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

MLA Handbook (7th Edition):

Boler, Huseyin. “On the shear strength of polyurethane coated railroad ballast.” 2012. Web. 24 Jan 2020.

Vancouver:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2142/30885.

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

Council of Science Editors:

Boler H. On the shear strength of polyurethane coated railroad ballast. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30885

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


University of Texas – Austin

5. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

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APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed January 24, 2020. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 24 Jan 2020.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


Brno University of Technology

6. Lyčka, Lukáš. [No title].

Degree: 2019, Brno University of Technology

 Užití lokálně podepřených desek ve výstavbě je v nynější době rozšířeno v mnoha zemích díky svým ekonomickým a funkčním výhodám. Přes svůj jednoduchý vzhled, je… (more)

Subjects/Keywords: protlačení; smykové vyztužení; lokálně podepřené desky; smyk; punching shear; shear reinforcement; flat slabs; shear

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APA (6th Edition):

Lyčka, L. (2019). [No title]. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/180747

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):

Lyčka, Lukáš. “[No title].” 2019. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/180747.

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

MLA Handbook (7th Edition):

Lyčka, Lukáš. “[No title].” 2019. Web. 24 Jan 2020.

Vancouver:

Lyčka L. [No title]. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/180747.

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

Council of Science Editors:

Lyčka L. [No title]. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/180747

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


Utah State University

7. Petty, David A. Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps.

Degree: MS, Civil and Environmental Engineering, 2010, Utah State University

  The Utah Department of Transportation (UDOT) is interested in the application of rehabilitation techniques to strengthen their AASTHO prestressed bridge girders for shear. Utah's… (more)

Subjects/Keywords: Carbon Fiber; Carbon Fiber Shear; Full-Scale Shear Test; I-girder; Shear Reinforcement; Shear Retrofite for I-girder; Civil Engineering

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APA (6th Edition):

Petty, D. A. (2010). Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/629

Chicago Manual of Style (16th Edition):

Petty, David A. “Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps.” 2010. Masters Thesis, Utah State University. Accessed January 24, 2020. https://digitalcommons.usu.edu/etd/629.

MLA Handbook (7th Edition):

Petty, David A. “Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps.” 2010. Web. 24 Jan 2020.

Vancouver:

Petty DA. Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps. [Internet] [Masters thesis]. Utah State University; 2010. [cited 2020 Jan 24]. Available from: https://digitalcommons.usu.edu/etd/629.

Council of Science Editors:

Petty DA. Full-Scale Testing of 40 Year Old Prestressed AASHTO Girders That Have Been Retrofitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps. [Masters Thesis]. Utah State University; 2010. Available from: https://digitalcommons.usu.edu/etd/629


University of Manitoba

8. Mostafa, Ahmed. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.

Degree: Civil Engineering, 2016, University of Manitoba

 In this thesis the experimental results of seven full-scale glass fiber-reinforced polymer (GFRP) reinforced concrete (RC) slab-column edge connections are presented. The dimensions of the… (more)

Subjects/Keywords: Punching shear; Slab-column connections; Glass-fiber reinforced polymers (GFRP); High strength concrete; Shear reinforcement; Edge connections; Reinforcement ratio

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APA (6th Edition):

Mostafa, A. (2016). Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31932

Chicago Manual of Style (16th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Masters Thesis, University of Manitoba. Accessed January 24, 2020. http://hdl.handle.net/1993/31932.

MLA Handbook (7th Edition):

Mostafa, Ahmed. “Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.” 2016. Web. 24 Jan 2020.

Vancouver:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1993/31932.

Council of Science Editors:

Mostafa A. Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31932


University of Manchester

9. Derogar, Shahram. Punching shear resistance of reinforced concrete flat slabs.

Degree: PhD, 2014, University of Manchester

 In spite of considerable amount of research on flat plate structures, understanding the brittle and catastrophic punching shear failure is still somewhat incomplete. The thesis… (more)

Subjects/Keywords: Slab-Column Connections; Punching Shear; Lenton Steel fortress Shear reinforcement; ABAQUS; ANN

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APA (6th Edition):

Derogar, S. (2014). Punching shear resistance of reinforced concrete flat slabs. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/punching-shear-resistance-of-reinforced-concrete-flat-slabs(09b32ca1-4a8e-4498-a539-74aca9b2f91b).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.779542

Chicago Manual of Style (16th Edition):

Derogar, Shahram. “Punching shear resistance of reinforced concrete flat slabs.” 2014. Doctoral Dissertation, University of Manchester. Accessed January 24, 2020. https://www.research.manchester.ac.uk/portal/en/theses/punching-shear-resistance-of-reinforced-concrete-flat-slabs(09b32ca1-4a8e-4498-a539-74aca9b2f91b).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.779542.

MLA Handbook (7th Edition):

Derogar, Shahram. “Punching shear resistance of reinforced concrete flat slabs.” 2014. Web. 24 Jan 2020.

Vancouver:

Derogar S. Punching shear resistance of reinforced concrete flat slabs. [Internet] [Doctoral dissertation]. University of Manchester; 2014. [cited 2020 Jan 24]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/punching-shear-resistance-of-reinforced-concrete-flat-slabs(09b32ca1-4a8e-4498-a539-74aca9b2f91b).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.779542.

Council of Science Editors:

Derogar S. Punching shear resistance of reinforced concrete flat slabs. [Doctoral Dissertation]. University of Manchester; 2014. Available from: https://www.research.manchester.ac.uk/portal/en/theses/punching-shear-resistance-of-reinforced-concrete-flat-slabs(09b32ca1-4a8e-4498-a539-74aca9b2f91b).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.779542


University of Manchester

10. Derogar, Shahram. PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS.

Degree: 2014, University of Manchester

 In spite of considerable amount of research on flat plate structures, understanding the brittle and catastrophic punching shear failure is still somewhat incomplete. The thesis… (more)

Subjects/Keywords: Slab-Column Connections; Punching Shear; Lenton Steel fortress Shear reinforcement; ABAQUS; ANN

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APA (6th Edition):

Derogar, S. (2014). PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:226309

Chicago Manual of Style (16th Edition):

Derogar, Shahram. “PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS.” 2014. Doctoral Dissertation, University of Manchester. Accessed January 24, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:226309.

MLA Handbook (7th Edition):

Derogar, Shahram. “PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS.” 2014. Web. 24 Jan 2020.

Vancouver:

Derogar S. PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS. [Internet] [Doctoral dissertation]. University of Manchester; 2014. [cited 2020 Jan 24]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:226309.

Council of Science Editors:

Derogar S. PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE FLAT SLABS. [Doctoral Dissertation]. University of Manchester; 2014. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:226309


Oregon State University

11. Li, Wennan. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.

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

 The Steel Plate Shear Wall (SPSW) system, is an innovative seismic lateral force resistant system, which has experienced increased use over the last three decades.… (more)

Subjects/Keywords: Steel Plate Shear Wall with Coupling; Shear walls

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APA (6th Edition):

Li, W. (2016). Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/60074

Chicago Manual of Style (16th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/60074.

MLA Handbook (7th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Web. 24 Jan 2020.

Vancouver:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/60074.

Council of Science Editors:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/60074


Brno University of Technology

12. Ruber, Lukáš. Nosná železobetonová konstrukce bytového domu .

Degree: 2018, Brno University of Technology

 Obsahem diplomové práce je návrh konstrukcí podzemních částí objektu. Součástí práce je provést porovnání alternativních návrhů a následné zhodnocení interakce horní stavby s podložím a… (more)

Subjects/Keywords: Bílá vana; železobetonová základová deska; pilotové založení; interakce s podložím; vynucená namáhání; šířka trhlin; smyková výztuž; ohybová výztuž; protlačení základové desky; těsnění spár; podzemní voda; White box; fundational slab; pile fundations; interaction with subsoil; forced strain; crack width; shear reinforcement; flexural reinforcement; extrusion of fundational slab; seal joints; ground water

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APA (6th Edition):

Ruber, L. (2018). Nosná železobetonová konstrukce bytového domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70611

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):

Ruber, Lukáš. “Nosná železobetonová konstrukce bytového domu .” 2018. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/70611.

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

MLA Handbook (7th Edition):

Ruber, Lukáš. “Nosná železobetonová konstrukce bytového domu .” 2018. Web. 24 Jan 2020.

Vancouver:

Ruber L. Nosná železobetonová konstrukce bytového domu . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/70611.

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

Council of Science Editors:

Ruber L. Nosná železobetonová konstrukce bytového domu . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70611

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


University of Bradford

13. Khatab, Mahmoud A. T. Behaviour of continuously supported self-compacting concrete deep beams.

Degree: PhD, 2016, University of Bradford

 The present research is conducted to investigate the structural behaviour of continuously supported deep beams made with SCC. A series of tests on eight reinforced… (more)

Subjects/Keywords: Self-compacting concrete; Continuous deep beams; Shear strength; Shear span-to-depth ratio; Shear reinforcement; Strut-and-tie model; Modelling

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APA (6th Edition):

Khatab, M. A. T. (2016). Behaviour of continuously supported self-compacting concrete deep beams. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/14628

Chicago Manual of Style (16th Edition):

Khatab, Mahmoud A T. “Behaviour of continuously supported self-compacting concrete deep beams.” 2016. Doctoral Dissertation, University of Bradford. Accessed January 24, 2020. http://hdl.handle.net/10454/14628.

MLA Handbook (7th Edition):

Khatab, Mahmoud A T. “Behaviour of continuously supported self-compacting concrete deep beams.” 2016. Web. 24 Jan 2020.

Vancouver:

Khatab MAT. Behaviour of continuously supported self-compacting concrete deep beams. [Internet] [Doctoral dissertation]. University of Bradford; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10454/14628.

Council of Science Editors:

Khatab MAT. Behaviour of continuously supported self-compacting concrete deep beams. [Doctoral Dissertation]. University of Bradford; 2016. Available from: http://hdl.handle.net/10454/14628

14. Campos, Marcus Vinicius Weber de. Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface.

Degree: Mestrado, Geotecnia, 2013, University of São Paulo

O comportamento de solos reforçados depende amplamente da interação entre o solo e o reforço, baseado nas solicitações que o conjunto experimentará ao longo da… (more)

Subjects/Keywords: Arrancamento; Ciclagem; Cisalhamento; Cycling; Geogrelha; Geogrid; Pullout; Reforço; Reinforcement; Shear

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APA (6th Edition):

Campos, M. V. W. d. (2013). Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28112013-114356/ ;

Chicago Manual of Style (16th Edition):

Campos, Marcus Vinicius Weber de. “Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface.” 2013. Masters Thesis, University of São Paulo. Accessed January 24, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28112013-114356/ ;.

MLA Handbook (7th Edition):

Campos, Marcus Vinicius Weber de. “Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface.” 2013. Web. 24 Jan 2020.

Vancouver:

Campos MVWd. Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2020 Jan 24]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28112013-114356/ ;.

Council of Science Editors:

Campos MVWd. Avaliação da interação solo-reforço por meio de ensaios de cisalhamento cíclico de interface. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-28112013-114356/ ;


The Ohio State University

15. Fisher, Matthew John. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.

Degree: MS, Civil Engineering, 2009, The Ohio State University

  Prefabricated Cage System (PCS), a new method of reinforcement for concrete members, has recently been proposed as an alternative to traditional steel reinforcing bar… (more)

Subjects/Keywords: Engineering; Beam-column joints; steel reinforcement; reinforced concrete; shear failure

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APA (6th Edition):

Fisher, M. J. (2009). Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129

Chicago Manual of Style (16th Edition):

Fisher, Matthew John. “Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.” 2009. Masters Thesis, The Ohio State University. Accessed January 24, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129.

MLA Handbook (7th Edition):

Fisher, Matthew John. “Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.” 2009. Web. 24 Jan 2020.

Vancouver:

Fisher MJ. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. [Internet] [Masters thesis]. The Ohio State University; 2009. [cited 2020 Jan 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129.

Council of Science Editors:

Fisher MJ. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. [Masters Thesis]. The Ohio State University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129


University of Saskatchewan

16. Hassan, N. (Nazmul). Splice tests of plain steel bars in concrete.

Degree: 2011, University of Saskatchewan

 Fifteen splice specimens reinforced with plain steel bars, including three specimens instrumented with both steel and concrete strain gauges, were tested under monotonically applied four-point… (more)

Subjects/Keywords: plain reinforcement; bond; shear (beams); lap splice; slip; stress

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APA (6th Edition):

Hassan, N. (. (2011). Splice tests of plain steel bars in concrete. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-02172011-220813

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):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Thesis, University of Saskatchewan. Accessed January 24, 2020. http://hdl.handle.net/10388/etd-02172011-220813.

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

MLA Handbook (7th Edition):

Hassan, N (Nazmul). “Splice tests of plain steel bars in concrete.” 2011. Web. 24 Jan 2020.

Vancouver:

Hassan N(. Splice tests of plain steel bars in concrete. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10388/etd-02172011-220813.

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

Council of Science Editors:

Hassan N(. Splice tests of plain steel bars in concrete. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-02172011-220813

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


Virginia Tech

17. Ward III, John Charlton. C-Grid as Shear Reinforcement in Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 Corrosion of reinforcing steel causes shorter life spans in bridges throughout the United States. The use of carbon fiber reinforced polymer (CFRP) materials as the… (more)

Subjects/Keywords: C-Grid; CFRP; Shear; Transverse Reinforcement; Concrete Bridge Girders

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

APA (6th Edition):

Ward III, J. C. (2016). C-Grid as Shear Reinforcement in Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64988

Chicago Manual of Style (16th Edition):

Ward III, John Charlton. “C-Grid as Shear Reinforcement in Concrete Bridge Girders.” 2016. Masters Thesis, Virginia Tech. Accessed January 24, 2020. http://hdl.handle.net/10919/64988.

MLA Handbook (7th Edition):

Ward III, John Charlton. “C-Grid as Shear Reinforcement in Concrete Bridge Girders.” 2016. Web. 24 Jan 2020.

Vancouver:

Ward III JC. C-Grid as Shear Reinforcement in Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10919/64988.

Council of Science Editors:

Ward III JC. C-Grid as Shear Reinforcement in Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64988


Virginia Tech

18. Magee, Mitchell Drake. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 Corrosion of reinforcing steel is a major cause of damage to bridges in the United States. A possible solution to the corrosion issue is carbon… (more)

Subjects/Keywords: NEFMAC; CFRP; Shear; Transverse Reinforcement; Concrete Bridge Girders

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

APA (6th Edition):

Magee, M. D. (2016). CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71673

Chicago Manual of Style (16th Edition):

Magee, Mitchell Drake. “CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.” 2016. Masters Thesis, Virginia Tech. Accessed January 24, 2020. http://hdl.handle.net/10919/71673.

MLA Handbook (7th Edition):

Magee, Mitchell Drake. “CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders.” 2016. Web. 24 Jan 2020.

Vancouver:

Magee MD. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10919/71673.

Council of Science Editors:

Magee MD. CFRP as Shear and End-Zone Reinforcement for Concrete Bridge Girders. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71673


Université de Lorraine

19. Lathuillière, Damien. Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam.

Degree: Docteur es, Sciences du bois et des fibres, 2015, Université de Lorraine

L’objectif de cette étude est de comprendre le comportement d’éléments en bois lamellé-collé sollicités en compression selon un angle donné incluant le renforcement par frettage… (more)

Subjects/Keywords: Compression; Cisaillement; Lamellé-Collé; Renforcement; Compression; Shear; Glulam; Reinforcement; 674.835

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

APA (6th Edition):

Lathuillière, D. (2015). Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam. (Doctoral Dissertation). Université de Lorraine. Retrieved from http://www.theses.fr/2015LORR0196

Chicago Manual of Style (16th Edition):

Lathuillière, Damien. “Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam.” 2015. Doctoral Dissertation, Université de Lorraine. Accessed January 24, 2020. http://www.theses.fr/2015LORR0196.

MLA Handbook (7th Edition):

Lathuillière, Damien. “Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam.” 2015. Web. 24 Jan 2020.

Vancouver:

Lathuillière D. Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam. [Internet] [Doctoral dissertation]. Université de Lorraine; 2015. [cited 2020 Jan 24]. Available from: http://www.theses.fr/2015LORR0196.

Council of Science Editors:

Lathuillière D. Étude du comportement et du renforcement d’appuis sollicités en compression selon un angle donné du bois lamellé-collé : Study of supports behaviour and reinforcement solicited in compression at an angle to the grain of glulam. [Doctoral Dissertation]. Université de Lorraine; 2015. Available from: http://www.theses.fr/2015LORR0196


University of Toronto

20. Luo, Wei Jun Wei. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.

Degree: 2014, University of Toronto

It is well known that the monotonic behaviour of reinforced concrete can be improved with the addition of steel fibres. However, test data on the… (more)

Subjects/Keywords: ductility; panel tests; reinforcement; shear; steel fibre; strength; 0543

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APA (6th Edition):

Luo, W. J. W. (2014). Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/67895

Chicago Manual of Style (16th Edition):

Luo, Wei Jun Wei. “Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.” 2014. Masters Thesis, University of Toronto. Accessed January 24, 2020. http://hdl.handle.net/1807/67895.

MLA Handbook (7th Edition):

Luo, Wei Jun Wei. “Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading.” 2014. Web. 24 Jan 2020.

Vancouver:

Luo WJW. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1807/67895.

Council of Science Editors:

Luo WJW. Behaviour and Analysis of Steel Fibre-reinforced Concrete under Reversed Cyclic Loading. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/67895


Pontifical Catholic University of Rio de Janeiro

21. CRISTIANE ARANTES FERREIRA. [en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Um grande número de novos materiais geotécnicos foi desenvolvido baseado na adição de materiais fibrosos, sendo incorporados como elementos de reforço. A técnica de… (more)

Subjects/Keywords: [pt] MODELAGEM NUMERICA; [en] NUMERICAL MODELING; [pt] METODO DOS ELEMENTOS DISCRETOS; [en] DISCRETE ELEMENTS METHOD; [pt] MED; [en] DEM; [pt] REFORCO DE SOLOS COM FIBRAS; [en] SOIL REINFORCEMENT WITH FIBERS; [pt] ENSAIO BIAXIAL; [en] BIAXIAL TEST

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APA (6th Edition):

FERREIRA, C. A. (2018). [en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33093

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):

FERREIRA, CRISTIANE ARANTES. “[en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33093.

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

MLA Handbook (7th Edition):

FERREIRA, CRISTIANE ARANTES. “[en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD.” 2018. Web. 24 Jan 2020.

Vancouver:

FERREIRA CA. [en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33093.

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

Council of Science Editors:

FERREIRA CA. [en] STUDY OF MECHANICAL BEHAVIOR OF FIBER REINFORCED SOIL THROUGH DISCRETE ELEMENT METHOD. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=33093

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


Washington University in St. Louis

22. Mitchell, Jeffrey. Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete.

Degree: MA, Mechanical Engineering and Materials Science, 2010, Washington University in St. Louis

 There are a multitude of existing material models for the finite element analysis of cracked reinforced concrete that provide reduced shear stiffness but do not… (more)

Subjects/Keywords: Engineering, Civil; reinforced concrete; FEA; shear friction; membrane elements

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APA (6th Edition):

Mitchell, J. (2010). Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete. (Thesis). Washington University in St. Louis. Retrieved from https://openscholarship.wustl.edu/etd/466

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):

Mitchell, Jeffrey. “Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete.” 2010. Thesis, Washington University in St. Louis. Accessed January 24, 2020. https://openscholarship.wustl.edu/etd/466.

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

MLA Handbook (7th Edition):

Mitchell, Jeffrey. “Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete.” 2010. Web. 24 Jan 2020.

Vancouver:

Mitchell J. Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete. [Internet] [Thesis]. Washington University in St. Louis; 2010. [cited 2020 Jan 24]. Available from: https://openscholarship.wustl.edu/etd/466.

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

Council of Science Editors:

Mitchell J. Two-Direction Cracking Shear-Friction Membrane Model for Finite Elment Analysis of Reinforced concrete. [Thesis]. Washington University in St. Louis; 2010. Available from: https://openscholarship.wustl.edu/etd/466

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


Northeastern University

23. Whalley, Katherine M. An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition.

Degree: MS, Department of Counseling and Applied Educational Psychology, 2011, Northeastern University

 Many different teaching strategies have been assessed to help increase the behavioral repertoires of individuals with developmental disabilities and Autism. This study compares the effects… (more)

Subjects/Keywords: psychology; behavioral; error-correction; negative reinforcement; positive reinforcement; skill acquisition; People with disabilities - Education; Reinforcement (Psychology); Education; Psychology

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APA (6th Edition):

Whalley, K. M. (2011). An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition. (Masters Thesis). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20001049

Chicago Manual of Style (16th Edition):

Whalley, Katherine M. “An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition.” 2011. Masters Thesis, Northeastern University. Accessed January 24, 2020. http://hdl.handle.net/2047/d20001049.

MLA Handbook (7th Edition):

Whalley, Katherine M. “An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition.” 2011. Web. 24 Jan 2020.

Vancouver:

Whalley KM. An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/2047/d20001049.

Council of Science Editors:

Whalley KM. An experimental comparison of the effects of positive reinforcement and negative reinforcement during skill acquisition. [Masters Thesis]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20001049


University of Notre Dame

24. Steven Barbachyn. Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>.

Degree: MSin Civil Engineering, Civil Engineering and Geological Sciences, 2011, University of Notre Dame

  This thesis evaluates various geometrical, reinforcement, material, and loading parameters that affect the behavior of diagonally-reinforced concrete coupling beams under reversed-cyclic lateral loading. To… (more)

Subjects/Keywords: axial elongation; strut-and-tie; axial restraint; shear strength; shear wall; core wall; analytical modeling; shear force; axial force; diagonal reinforcement; coupled wall; coupled shear wall

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APA (6th Edition):

Barbachyn, S. (2011). Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>. (Masters Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/1r66j100s03

Chicago Manual of Style (16th Edition):

Barbachyn, Steven. “Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>.” 2011. Masters Thesis, University of Notre Dame. Accessed January 24, 2020. https://curate.nd.edu/show/1r66j100s03.

MLA Handbook (7th Edition):

Barbachyn, Steven. “Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>.” 2011. Web. 24 Jan 2020.

Vancouver:

Barbachyn S. Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>. [Internet] [Masters thesis]. University of Notre Dame; 2011. [cited 2020 Jan 24]. Available from: https://curate.nd.edu/show/1r66j100s03.

Council of Science Editors:

Barbachyn S. Analytical Evaluation of Diagonally-Reinforced Concrete Coupling Beams Under Lateral Loads</h1>. [Masters Thesis]. University of Notre Dame; 2011. Available from: https://curate.nd.edu/show/1r66j100s03


University of Alberta

25. Talboys, Laura N. SFRC Slabs Longitudinally Reinforced with High Strength Steel.

Degree: MS, Department of Civil and Environmental Engineering, 2012, University of Alberta

 Combining steel fiber reinforced concrete (SFRC) and high strength longitudinal reinforcement in a structural member creates the potential for increased strength and durability compared to… (more)

Subjects/Keywords: shear; ASTM A1035 Grade 690 steel; deflections; size effects in shear; crack growth; high strength steel reinforcement; steel fiber reinforced concrete

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

APA (6th Edition):

Talboys, L. N. (2012). SFRC Slabs Longitudinally Reinforced with High Strength Steel. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/4f16c3926

Chicago Manual of Style (16th Edition):

Talboys, Laura N. “SFRC Slabs Longitudinally Reinforced with High Strength Steel.” 2012. Masters Thesis, University of Alberta. Accessed January 24, 2020. https://era.library.ualberta.ca/files/4f16c3926.

MLA Handbook (7th Edition):

Talboys, Laura N. “SFRC Slabs Longitudinally Reinforced with High Strength Steel.” 2012. Web. 24 Jan 2020.

Vancouver:

Talboys LN. SFRC Slabs Longitudinally Reinforced with High Strength Steel. [Internet] [Masters thesis]. University of Alberta; 2012. [cited 2020 Jan 24]. Available from: https://era.library.ualberta.ca/files/4f16c3926.

Council of Science Editors:

Talboys LN. SFRC Slabs Longitudinally Reinforced with High Strength Steel. [Masters Thesis]. University of Alberta; 2012. Available from: https://era.library.ualberta.ca/files/4f16c3926


KTH

26. Aalto, Jonatan. Comparison of Punching Shear Design Provisions for Flat Slabs.

Degree: Concrete Structures, 2017, KTH

  Abstract A new generation of EN 1992-1-1 (2004) also known as Eurocode 2 is under development and currently there is a set of proposed… (more)

Subjects/Keywords: Punching shear; resistance; concrete; flat slab; design provisions; Eurocode 2; case study; parametric study; shear reinforcement; prestressed; Building Technologies; Husbyggnad

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APA (6th Edition):

Aalto, J. (2017). Comparison of Punching Shear Design Provisions for Flat Slabs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631

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):

Aalto, Jonatan. “Comparison of Punching Shear Design Provisions for Flat Slabs.” 2017. Thesis, KTH. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631.

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

MLA Handbook (7th Edition):

Aalto, Jonatan. “Comparison of Punching Shear Design Provisions for Flat Slabs.” 2017. Web. 24 Jan 2020.

Vancouver:

Aalto J. Comparison of Punching Shear Design Provisions for Flat Slabs. [Internet] [Thesis]. KTH; 2017. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631.

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

Council of Science Editors:

Aalto J. Comparison of Punching Shear Design Provisions for Flat Slabs. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-215631

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


University of Texas – Austin

27. Wilson, Heather Renae. Investigation of corbels designed according to strut-and-tie and empirical methods.

Degree: MSin Engineering, Civil Engineering, 2017, University of Texas – Austin

 Corbels are short, typically shear-controlled, cantilevers that transfer loads to columns in structures. Currently, ACI 318-14 provisions allow the structural design of shear-controlled corbels through… (more)

Subjects/Keywords: Corbel; Shear strength; Strut-and-tie; Diagonal cracking; Secondary reinforcement; Code provisions

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APA (6th Edition):

Wilson, H. R. (2017). Investigation of corbels designed according to strut-and-tie and empirical methods. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/2767

Chicago Manual of Style (16th Edition):

Wilson, Heather Renae. “Investigation of corbels designed according to strut-and-tie and empirical methods.” 2017. Masters Thesis, University of Texas – Austin. Accessed January 24, 2020. http://dx.doi.org/10.26153/tsw/2767.

MLA Handbook (7th Edition):

Wilson, Heather Renae. “Investigation of corbels designed according to strut-and-tie and empirical methods.” 2017. Web. 24 Jan 2020.

Vancouver:

Wilson HR. Investigation of corbels designed according to strut-and-tie and empirical methods. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2020 Jan 24]. Available from: http://dx.doi.org/10.26153/tsw/2767.

Council of Science Editors:

Wilson HR. Investigation of corbels designed according to strut-and-tie and empirical methods. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://dx.doi.org/10.26153/tsw/2767


KTH

28. Rubio, Begoña Pla. The bearing capacity of Nordic soil.

Degree: Machine Design (Dept.), 2015, KTH

Heavy forestry machines have great immediate effect on soil properties. This increases the interest to develop approaches that help understanding better the interaction between… (more)

Subjects/Keywords: Bearing capacity; root reinforcement; shear test; COMSOL Multiphysics; Bekker; Bärkraft; rotförstärkning; skjuvtest; COMSOL Multiphysics; Bekker

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

APA (6th Edition):

Rubio, B. P. (2015). The bearing capacity of Nordic soil. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-175893

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):

Rubio, Begoña Pla. “The bearing capacity of Nordic soil.” 2015. Thesis, KTH. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-175893.

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

MLA Handbook (7th Edition):

Rubio, Begoña Pla. “The bearing capacity of Nordic soil.” 2015. Web. 24 Jan 2020.

Vancouver:

Rubio BP. The bearing capacity of Nordic soil. [Internet] [Thesis]. KTH; 2015. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-175893.

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

Council of Science Editors:

Rubio BP. The bearing capacity of Nordic soil. [Thesis]. KTH; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-175893

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

29. Stoner, Joseph. Finite Element Modelling of GFRP Reinforced Concrete Beams.

Degree: 2015, University of Waterloo

 The numerical modelling of twelve concrete beams reinforced with glass fibre reinforced polymer (GFRP) longitudinal and transverse bars was performed by the author using the… (more)

Subjects/Keywords: GFRP; ABAQUS; Concrete Damaged Plasticity Model; Finite Element Analysis; Concrete; glass fibre reinforced polymers; shear reinforcement; Fracture mechanics; smeared reinforcement; FEA; dilation angle; truss reinforcement

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

APA (6th Edition):

Stoner, J. (2015). Finite Element Modelling of GFRP Reinforced Concrete Beams. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9286

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):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Thesis, University of Waterloo. Accessed January 24, 2020. http://hdl.handle.net/10012/9286.

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

MLA Handbook (7th Edition):

Stoner, Joseph. “Finite Element Modelling of GFRP Reinforced Concrete Beams.” 2015. Web. 24 Jan 2020.

Vancouver:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10012/9286.

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

Council of Science Editors:

Stoner J. Finite Element Modelling of GFRP Reinforced Concrete Beams. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9286

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

30. Georgetti, Giovana Bizão. Deformabilidade de um solo laterítico não saturado.

Degree: PhD, Geotecnia, 2014, University of São Paulo

A deformabilidade é uma propriedade fundamental em projetos geotécnicos. A constatação de que as deformações em várias obras de engenharia se situam na faixa de… (more)

Subjects/Keywords: bender elements.; bender elements; coluna ressonante; compressão triaxial; deformabilidade; resistência ao cisalhamento; resonant column; shear strength; stiffness; sucção; suction; triaxial compression

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

APA (6th Edition):

Georgetti, G. B. (2014). Deformabilidade de um solo laterítico não saturado. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;

Chicago Manual of Style (16th Edition):

Georgetti, Giovana Bizão. “Deformabilidade de um solo laterítico não saturado.” 2014. Doctoral Dissertation, University of São Paulo. Accessed January 24, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;.

MLA Handbook (7th Edition):

Georgetti, Giovana Bizão. “Deformabilidade de um solo laterítico não saturado.” 2014. Web. 24 Jan 2020.

Vancouver:

Georgetti GB. Deformabilidade de um solo laterítico não saturado. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2020 Jan 24]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;.

Council of Science Editors:

Georgetti GB. Deformabilidade de um solo laterítico não saturado. [Doctoral Dissertation]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-20032015-103943/ ;

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