Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"University of Manitoba" +contributor:("El-Salakawy, Ehab (Civil Engineering)"). Showing records 1 – 30 of 35 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

▼ Search Limiters

1. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.

Degree: Civil Engineering, 2014, University of Manitoba

 In the past few years, some experimental investigations have been conducted to verify seismic behaviour of fiber reinforced polymer reinforced concrete (FRP-RC) beam-column joints. Those… (more)

Subjects/Keywords: beam-column joints; seismic design; connections; joint shear capacity; edge beams; FRP reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khalili Ghomi, S. (2014). Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23304

Chicago Manual of Style (16th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.” 2014. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/23304.

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.” 2014. Web. 07 Apr 2020.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/23304.

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23304

2. Rahman, Md. Mahbubur. Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions.

Degree: Civil Engineering, 2014, University of Manitoba

 There are still research gaps regarding the effects of key parameters such as water-to-cementitious materials ratio (w/cm), type of binder and pore structure characteristics on… (more)

Subjects/Keywords: Durability; Nanoparticles; Fly ash; Physical salt attack; Conventional sulfate attack; Thaumasite sulfate attack

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rahman, M. M. (2014). Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24055

Chicago Manual of Style (16th Edition):

Rahman, Md Mahbubur. “Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions.” 2014. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/24055.

MLA Handbook (7th Edition):

Rahman, Md Mahbubur. “Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions.” 2014. Web. 07 Apr 2020.

Vancouver:

Rahman MM. Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/24055.

Council of Science Editors:

Rahman MM. Durability of nano-modified fly ash concrete to external sulfate attack under different environmental conditions. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24055

3. Islam, Mohammad Rubiat. Repair of GFRP Reinforced Concrete Bridge Barriers.

Degree: Civil Engineering, 2012, University of Manitoba

 In present days both concrete bridge decks and barriers are being internally reinforced with corrosion free glass fiber-reinforced polymer (GFRP) bars. The design of bridge… (more)

Subjects/Keywords: Civil; GFRP

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Islam, M. R. (2012). Repair of GFRP Reinforced Concrete Bridge Barriers. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/11755

Chicago Manual of Style (16th Edition):

Islam, Mohammad Rubiat. “Repair of GFRP Reinforced Concrete Bridge Barriers.” 2012. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/11755.

MLA Handbook (7th Edition):

Islam, Mohammad Rubiat. “Repair of GFRP Reinforced Concrete Bridge Barriers.” 2012. Web. 07 Apr 2020.

Vancouver:

Islam MR. Repair of GFRP Reinforced Concrete Bridge Barriers. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/11755.

Council of Science Editors:

Islam MR. Repair of GFRP Reinforced Concrete Bridge Barriers. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/11755

4. Ali, Mahmoud. Seismic performance of rectangular GFRP-reinforced concrete columns.

Degree: Civil Engineering, 2015, University of Manitoba

 This study presents an assessment of the seismic performance of rectangular concrete columns internally reinforced with G (Glass) FRP. Eight full-scale columns prototypes, with a… (more)

Subjects/Keywords: GFRP; Columns; Confinement; Reinforced concrete; Seismic

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ali, M. (2015). Seismic performance of rectangular GFRP-reinforced concrete columns. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30627

Chicago Manual of Style (16th Edition):

Ali, Mahmoud. “Seismic performance of rectangular GFRP-reinforced concrete columns.” 2015. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/30627.

MLA Handbook (7th Edition):

Ali, Mahmoud. “Seismic performance of rectangular GFRP-reinforced concrete columns.” 2015. Web. 07 Apr 2020.

Vancouver:

Ali M. Seismic performance of rectangular GFRP-reinforced concrete columns. [Internet] [Masters thesis]. University of Manitoba; 2015. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/30627.

Council of Science Editors:

Ali M. Seismic performance of rectangular GFRP-reinforced concrete columns. [Masters Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30627

5. Hussein, Ahmed. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.

Degree: Civil Engineering, 2017, University of Manitoba

 This work deals with punching shear behaviour of flat plates reinforced with glass fibre-reinforced polymers (GFRP) reinforcing bars. Six full-scale reinforced concrete (RC) slab-column interior… (more)

Subjects/Keywords: Interior connections; Shear strength; Shear reinforcement; Headed studs; Glass fiber-reinforced polymers (GFRP); High strength concrete (HSC); Flat plate; Slab-column connection; Punching

…McQuade Heavy Structures Laboratory at the University of Manitoba in order to achieve the… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hussein, A. (2017). Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32405

Chicago Manual of Style (16th Edition):

Hussein, Ahmed. “Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.” 2017. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32405.

MLA Handbook (7th Edition):

Hussein, Ahmed. “Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement.” 2017. Web. 07 Apr 2020.

Vancouver:

Hussein A. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2017. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32405.

Council of Science Editors:

Hussein A. Punching shear behaviour of GFRP-RC slab-column interior connections with high strength concrete and shear reinforcement. [Masters Thesis]. University of Manitoba; 2017. Available from: http://hdl.handle.net/1993/32405

6. Mohamed, Ahmed. Behaviour of GFRP-RC continuous deep beams without web reinforcement.

Degree: Civil Engineering, 2019, University of Manitoba

 Steel-reinforced concrete (RC) deep beams are one of the major components in the superstructure of bridges, they are used for load distribution as transfer girders… (more)

Subjects/Keywords: Deep beams; STM; Arch action; GFRP; Headed-end; Continuous beams.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mohamed, A. (2019). Behaviour of GFRP-RC continuous deep beams without web reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33874

Chicago Manual of Style (16th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/33874.

MLA Handbook (7th Edition):

Mohamed, Ahmed. “Behaviour of GFRP-RC continuous deep beams without web reinforcement.” 2019. Web. 07 Apr 2020.

Vancouver:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2019. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/33874.

Council of Science Editors:

Mohamed A. Behaviour of GFRP-RC continuous deep beams without web reinforcement. [Masters Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/33874

7. Verwey, Cameron Mark. An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure.

Degree: Mechanical Engineering, 2017, University of Manitoba

 The performance of liquid-fuelled spray combustion systems has a massive impact on the efficiency of energy production in many sectors across the globe. Realistic combustors… (more)

Subjects/Keywords: Engineering; Mechanical engineering; Chemical engineering; Droplet evaporation; Turbulence; Spray combustion; Fluid mechanics; Particle image velocimetry

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Verwey, C. M. (2017). An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32338

Chicago Manual of Style (16th Edition):

Verwey, Cameron Mark. “An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure.” 2017. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32338.

MLA Handbook (7th Edition):

Verwey, Cameron Mark. “An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure.” 2017. Web. 07 Apr 2020.

Vancouver:

Verwey CM. An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure. [Internet] [Masters thesis]. University of Manitoba; 2017. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32338.

Council of Science Editors:

Verwey CM. An experimental investigation of the effect of fuel droplet size on the vaporization process in a turbulent environment at elevated temperature and pressure. [Masters Thesis]. University of Manitoba; 2017. Available from: http://hdl.handle.net/1993/32338

8. Hasaballa, Mohamed. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.

Degree: Civil Engineering, 2014, University of Manitoba

 Glass fibre-reinforced polymer (GFRP) reinforcement is used in reinforced concrete (RC) infrastructure to avoid steel corrosion problems. The behaviour of GFRP reinforcement under seismic loading… (more)

Subjects/Keywords: GFRP reinforcement; Beam-Column Joints; Shear capacity; Seismic; S806

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hasaballa, M. (2014). GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24454

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):

Hasaballa, Mohamed. “GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.” 2014. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/24454.

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

MLA Handbook (7th Edition):

Hasaballa, Mohamed. “GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading.” 2014. Web. 07 Apr 2020.

Vancouver:

Hasaballa M. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. [Internet] [Thesis]. University of Manitoba; 2014. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/24454.

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

Council of Science Editors:

Hasaballa M. GFRP-reinforced concrete exterior beam-column joints subjected to seismic loading. [Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24454

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

9. Celal, Mahmut Sami. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.

Degree: Civil Engineering, 2012, University of Manitoba

 Shear strength of precast/prestressed hollow-core (PHC) slabs subjected to concentrated or line loads, especially near supports, may be critical and usually is the governing criteria… (more)

Subjects/Keywords: hollow-core slabs; shear capacity of prestressed members; web-shear resistance; FEM by ANSYS; factors affecting shear resistance; shear analysis by CSA A23.3-04; shear analysis by ACI 318-08; shear analysis by DIN EN 1168-08; full-scale testing of hollow-cores

…project is part of a research program conducted at the University of Manitoba to investigate the… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Celal, M. S. (2012). Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/5077

Chicago Manual of Style (16th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/5077.

MLA Handbook (7th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Web. 07 Apr 2020.

Vancouver:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/5077.

Council of Science Editors:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/5077

10. Osho, Samuel. Design, fabrication and analysis of a piezoelectric nanocomposite paint.

Degree: Mechanical Engineering, 2017, University of Manitoba

 The recent progress in technology has resulted in the maintenance of structures being carried out through Structural Health Monitoring (SHM). The primary aim of SHM… (more)

Subjects/Keywords: Structural Health Monitoring; Piezoelectricity; Carbon nanotubes; Zinc Oxide; Damage Detection; Composites; Theoretical Modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Osho, S. (2017). Design, fabrication and analysis of a piezoelectric nanocomposite paint. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32389

Chicago Manual of Style (16th Edition):

Osho, Samuel. “Design, fabrication and analysis of a piezoelectric nanocomposite paint.” 2017. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32389.

MLA Handbook (7th Edition):

Osho, Samuel. “Design, fabrication and analysis of a piezoelectric nanocomposite paint.” 2017. Web. 07 Apr 2020.

Vancouver:

Osho S. Design, fabrication and analysis of a piezoelectric nanocomposite paint. [Internet] [Masters thesis]. University of Manitoba; 2017. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32389.

Council of Science Editors:

Osho S. Design, fabrication and analysis of a piezoelectric nanocomposite paint. [Masters Thesis]. University of Manitoba; 2017. Available from: http://hdl.handle.net/1993/32389


University of Manitoba

11. Bediwy, Ahmed. Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete.

Degree: Civil Engineering, 2016, University of Manitoba

 Demands for using electrical resistivity techniques (surface and bulk resistivity) as an alternative to the rapid chloride penetrability test (RCPT) have been growing, for example… (more)

Subjects/Keywords: Concrete; Resistivity; Pore Structures; Sacrificial Anodes; Halo Effect

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bediwy, A. (2016). Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31965

Chicago Manual of Style (16th Edition):

Bediwy, Ahmed. “Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/31965.

MLA Handbook (7th Edition):

Bediwy, Ahmed. “Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete.” 2016. Web. 07 Apr 2020.

Vancouver:

Bediwy A. Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/31965.

Council of Science Editors:

Bediwy A. Resistivity: relationship to penetrability of concrete and effect on zinc anodes in repaired concrete. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31965


University of Manitoba

12. Truderung, Karl. Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs.

Degree: Civil Engineering, 2011, University of Manitoba

 Based on previous testing and analysis, it is believed that North American concrete design codes yield conservative shear designs for precast/prestressed hollow-core slabs in the… (more)

Subjects/Keywords: shear; hollow-core; extruded; prestressed; dry-cast

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Truderung, K. (2011). Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4832

Chicago Manual of Style (16th Edition):

Truderung, Karl. “Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs.” 2011. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/4832.

MLA Handbook (7th Edition):

Truderung, Karl. “Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs.” 2011. Web. 07 Apr 2020.

Vancouver:

Truderung K. Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/4832.

Council of Science Editors:

Truderung K. Shear capacity of dry-cast extruded precast/prestressed hollow-core slabs. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4832


University of Manitoba

13. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 April 07, 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. 07 Apr 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 Apr 07]. 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 Manitoba

14. ElGendy, Mohammed. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.

Degree: Civil Engineering, 2014, University of Manitoba

 The use of fibre reinforced polymer (FRP) composites as an alternate to steel has proved to be an effective solution to the corrosion problem. However,… (more)

Subjects/Keywords: FRP; GFRP; edge; slab-column connection; punching; shear studs; flat plate; slab; shear; code equation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

ElGendy, M. (2014). Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24092

Chicago Manual of Style (16th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/24092.

MLA Handbook (7th Edition):

ElGendy, Mohammed. “Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars.” 2014. Web. 07 Apr 2020.

Vancouver:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/24092.

Council of Science Editors:

ElGendy M. Punching shear behaviour of slab-column edge connections reinforced with fibre-reinforced polymer (FRP) composite bars. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24092


University of Manitoba

15. Hussien Mahmoud, Mohamed. Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments.

Degree: Civil Engineering, 2018, University of Manitoba

 Acidic attack on concrete imparts unique set of damage mechanisms and manifestations compared to other durability issues of concrete. Sulfuric acid attack limits the service… (more)

Subjects/Keywords: Concrete; Alkali-Activated Materials; SCMs; Sulfuric Acid

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hussien Mahmoud, M. (2018). Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33086

Chicago Manual of Style (16th Edition):

Hussien Mahmoud, Mohamed. “Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments.” 2018. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/33086.

MLA Handbook (7th Edition):

Hussien Mahmoud, Mohamed. “Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments.” 2018. Web. 07 Apr 2020.

Vancouver:

Hussien Mahmoud M. Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments. [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/33086.

Council of Science Editors:

Hussien Mahmoud M. Durability of concrete incorporating blended binders and alkali-activated materials to sulfuric acid environments. [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33086


University of Manitoba

16. Zhou, Wei. Computational analysis of motorcoach rollover for passenger safety assessment.

Degree: Mechanical Engineering, 2016, University of Manitoba

 Under increasing public concern for the passenger safety in large passenger vehicles, legislative regulations are enforced and continuously updated. Recently, a new federal regulation was… (more)

Subjects/Keywords: Motorcoach Rollover; Vehicle Design; Passenger Safety; Crashworthiness; Load Transfer Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhou, W. (2016). Computational analysis of motorcoach rollover for passenger safety assessment. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32971

Chicago Manual of Style (16th Edition):

Zhou, Wei. “Computational analysis of motorcoach rollover for passenger safety assessment.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32971.

MLA Handbook (7th Edition):

Zhou, Wei. “Computational analysis of motorcoach rollover for passenger safety assessment.” 2016. Web. 07 Apr 2020.

Vancouver:

Zhou W. Computational analysis of motorcoach rollover for passenger safety assessment. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32971.

Council of Science Editors:

Zhou W. Computational analysis of motorcoach rollover for passenger safety assessment. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32971


University of Manitoba

17. Shang, Cheng. Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams.

Degree: Civil Engineering, 2019, University of Manitoba

 This experimental study aims at investigating the bond-dependent coefficient (kb) values and verifying the dependency of the kb values on GFRP bars with different surface… (more)

Subjects/Keywords: Bond-dependent coefficient

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shang, C. (2019). Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33814

Chicago Manual of Style (16th Edition):

Shang, Cheng. “Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams.” 2019. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/33814.

MLA Handbook (7th Edition):

Shang, Cheng. “Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams.” 2019. Web. 07 Apr 2020.

Vancouver:

Shang C. Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams. [Internet] [Masters thesis]. University of Manitoba; 2019. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/33814.

Council of Science Editors:

Shang C. Evaluation of the bond-dependent coefficient for GFRP bars in concrete beams. [Masters Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/33814


University of Manitoba

18. Naqvi, Syed. Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads.

Degree: Civil Engineering, 2016, University of Manitoba

 This study presents the experimental results of nine full-scale lap spliced glass-fiber reinforced polymer (GFRP) reinforced concrete (RC) columns, and one additional reference steel-RC column… (more)

Subjects/Keywords: Glass-fiber reinforced polymers; Lap splice; Columns; Cyclic reversed loads

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Naqvi, S. (2016). Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31906

Chicago Manual of Style (16th Edition):

Naqvi, Syed. “Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/31906.

MLA Handbook (7th Edition):

Naqvi, Syed. “Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads.” 2016. Web. 07 Apr 2020.

Vancouver:

Naqvi S. Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/31906.

Council of Science Editors:

Naqvi S. Lap splice in glass fiber reinforced polymer‐reinforced concrete rectangular columns subjected to cyclic‐reversed loads. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31906


University of Manitoba

19. Rahman, S. M. Hasanur. Flexural behavior of GFRP-reinforced concrete continuous beams.

Degree: Civil Engineering, 2016, University of Manitoba

 In this study, a total of twelve beams continuous over two spans of 2,800 mm each were constructed and tested to failure. The beams were… (more)

Subjects/Keywords: Moment Redistribution; Deformability; Serviceability; T-section; Continuous beams; Fibre Reinforced Polymer (FRP); Unbalanced loading

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rahman, S. M. H. (2016). Flexural behavior of GFRP-reinforced concrete continuous beams. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31905

Chicago Manual of Style (16th Edition):

Rahman, S M Hasanur. “Flexural behavior of GFRP-reinforced concrete continuous beams.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/31905.

MLA Handbook (7th Edition):

Rahman, S M Hasanur. “Flexural behavior of GFRP-reinforced concrete continuous beams.” 2016. Web. 07 Apr 2020.

Vancouver:

Rahman SMH. Flexural behavior of GFRP-reinforced concrete continuous beams. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/31905.

Council of Science Editors:

Rahman SMH. Flexural behavior of GFRP-reinforced concrete continuous beams. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31905


University of Manitoba

20. Mohit, Syed Abdullah. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.

Degree: Civil Engineering, 2018, University of Manitoba

 This study investigates the seismic behaviour of RC circular columns rehabilitated using sprayed-glass fibre reinforced polymer (sprayed-GFRP) composites. Six large-scale RC circular columns were constructed… (more)

Subjects/Keywords: Seismic load; Circular columns; Rehabilitation; Sprayed-GFRP composites

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mohit, S. A. (2018). Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33214

Chicago Manual of Style (16th Edition):

Mohit, Syed Abdullah. “Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.” 2018. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/33214.

MLA Handbook (7th Edition):

Mohit, Syed Abdullah. “Seismic performance of circular columns rehabilitated with sprayed-GFRP composites.” 2018. Web. 07 Apr 2020.

Vancouver:

Mohit SA. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/33214.

Council of Science Editors:

Mohit SA. Seismic performance of circular columns rehabilitated with sprayed-GFRP composites. [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33214


University of Manitoba

21. Foubert, Steven. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.

Degree: Civil Engineering, 2014, University of Manitoba

 Prestressed hollow core slabs are essential components in structures such as bridges, parking garages, marine structures, and commercial and industrial buildings. Material degradation and altered… (more)

Subjects/Keywords: Prestressed concrete; Near-surface mounting; Reinforced concrete; Hollow core; slab; FRP; CFRP; Strengthening; NSM; NSM-FRP; Prestressing; polymer; rehabilitation; flexural; precast; debonding

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Foubert, S. (2014). Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23570

Chicago Manual of Style (16th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/23570.

MLA Handbook (7th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Web. 07 Apr 2020.

Vancouver:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/23570.

Council of Science Editors:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23570

22. Mady, Mohamed Hassan Abdelhamed. Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups.

Degree: Civil Engineering, 2011, University of Manitoba

 Reinforced concrete beam-column joints (BCJs) are commonly used in structures such as parking garages, multi-storey industrial buildings and road overpasses, which might be exposed to… (more)

Subjects/Keywords: Beam-Column Joints; GFRP Bars; GFRP Stirrups; Seismic loading

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mady, M. H. A. (2011). Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4773

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):

Mady, Mohamed Hassan Abdelhamed. “Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups.” 2011. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/4773.

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

MLA Handbook (7th Edition):

Mady, Mohamed Hassan Abdelhamed. “Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups.” 2011. Web. 07 Apr 2020.

Vancouver:

Mady MHA. Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups. [Internet] [Thesis]. University of Manitoba; 2011. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/4773.

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

Council of Science Editors:

Mady MHA. Seismic Behaviour of Exterior Beam-Column Joints Reinforced with FRP Bars and Stirrups. [Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4773

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

23. Ghatefar, Amir. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Since concrete bridge deck slabs are much longer in the traffic direction, they experience transverse early-age cracks due to volumetric instability and restraint. In the… (more)

Subjects/Keywords: Early-Age Cracking; GFRP; Deck Slab; Bridge

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghatefar, A. (2015). Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30602

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):

Ghatefar, Amir. “Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/30602.

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

MLA Handbook (7th Edition):

Ghatefar, Amir. “Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars.” 2015. Web. 07 Apr 2020.

Vancouver:

Ghatefar A. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/30602.

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

Council of Science Editors:

Ghatefar A. Early-age cracking of concrete bridge deck slabs reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30602

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

24. Sayed, Ahmed. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.

Degree: Civil Engineering, 2015, University of Manitoba

 Flat slab-column connections are common elements in reinforced concrete (RC) structures such as parking garages. In cold weather regions, these structures are exposed to de-icing… (more)

Subjects/Keywords: Slab-column connections; GFRP reinforcement; Punching shear; Unbalanced moment; Flat slab; Shear studs reinforcement.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sayed, A. (2015). Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30687

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):

Sayed, Ahmed. “Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.” 2015. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/30687.

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

MLA Handbook (7th Edition):

Sayed, Ahmed. “Punching shear behaviour of FRP-reinforced concrete interior slab-column connections.” 2015. Web. 07 Apr 2020.

Vancouver:

Sayed A. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/30687.

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

Council of Science Editors:

Sayed A. Punching shear behaviour of FRP-reinforced concrete interior slab-column connections. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30687

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


University of Manitoba

25. Mahmoud, Karam Abdou Awad. Shear behaviour of continuous concrete beams reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Continuous beams represent main structural elements in most reinforced concrete (RC) structures such as parking garages and overpass bridges. Deterioration of such structures due to… (more)

Subjects/Keywords: Shear strength; Moment redistribution; Continuous beams; High strength concrete; GFRP bars; GFRP stirrups; Size effect

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mahmoud, K. A. A. (2015). Shear behaviour of continuous concrete beams reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30951

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):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/30951.

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

MLA Handbook (7th Edition):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Web. 07 Apr 2020.

Vancouver:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/30951.

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

Council of Science Editors:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30951

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


University of Manitoba

26. Tiznobaik, Mohammad. Evaluation and enhancement of curing efficiency of joints in concrete pavements.

Degree: Civil Engineering, 2018, University of Manitoba

 Optimum curing is essential in controlling durability performance of concrete. Absorption has been used as an indicator for quantifying the concrete durability, while the reliability… (more)

Subjects/Keywords: Concrete pavements; Concrete curing; Saw-cutting; Curing of joints; Field testing; Monitoring; Absorption; Microstructure; Dielectric response; Hardening; Strength; Hydration; Modeling; Durability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tiznobaik, M. (2018). Evaluation and enhancement of curing efficiency of joints in concrete pavements. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/33349

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):

Tiznobaik, Mohammad. “Evaluation and enhancement of curing efficiency of joints in concrete pavements.” 2018. Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/33349.

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

MLA Handbook (7th Edition):

Tiznobaik, Mohammad. “Evaluation and enhancement of curing efficiency of joints in concrete pavements.” 2018. Web. 07 Apr 2020.

Vancouver:

Tiznobaik M. Evaluation and enhancement of curing efficiency of joints in concrete pavements. [Internet] [Thesis]. University of Manitoba; 2018. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/33349.

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

Council of Science Editors:

Tiznobaik M. Evaluation and enhancement of curing efficiency of joints in concrete pavements. [Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/33349

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


University of Manitoba

27. Bilesky, Heather. Development of an alternative method and design for setting wood utility poles on rock.

Degree: Civil Engineering, 2016, University of Manitoba

Manitoba Hydro’s current practice for setting wood poles onto exposed rock has been generating safety concerns for years. This method entails fusing rebar into holes… (more)

Subjects/Keywords: rock; utility; pole

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bilesky, H. (2016). Development of an alternative method and design for setting wood utility poles on rock. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31213

Chicago Manual of Style (16th Edition):

Bilesky, Heather. “Development of an alternative method and design for setting wood utility poles on rock.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/31213.

MLA Handbook (7th Edition):

Bilesky, Heather. “Development of an alternative method and design for setting wood utility poles on rock.” 2016. Web. 07 Apr 2020.

Vancouver:

Bilesky H. Development of an alternative method and design for setting wood utility poles on rock. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/31213.

Council of Science Editors:

Bilesky H. Development of an alternative method and design for setting wood utility poles on rock. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31213


University of Manitoba

28. Amin, Mahmud. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.

Degree: Civil Engineering, 2016, University of Manitoba

 Acid attacks on concrete impart unique set of damage mechanisms and manifestations compared to other durability issues of concrete. Up to date, there are still… (more)

Subjects/Keywords: Durability of concrete; Acid attack; Sulfuric acid; Ammonium sulphate; Supplementary cementitious materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Amin, M. (2016). Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32242

Chicago Manual of Style (16th Edition):

Amin, Mahmud. “Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32242.

MLA Handbook (7th Edition):

Amin, Mahmud. “Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions.” 2016. Web. 07 Apr 2020.

Vancouver:

Amin M. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32242.

Council of Science Editors:

Amin M. Performance of concrete with blended binders in sulfuric acid and ammonium sulphate solutions. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32242


University of Manitoba

29. Giahi, Hamid. Investigation on seat structural integrity and occupant safety in coach rollover.

Degree: Mechanical Engineering, 2016, University of Manitoba

 Motor coaches are an integral part of the transportation system. It was observed that occupant fatalities and serious injuries occur in rollover more frequently than… (more)

Subjects/Keywords: Motor coach; ECE R66; Rollover; Seat structural integrity; Occupant safety; Retractor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Giahi, H. (2016). Investigation on seat structural integrity and occupant safety in coach rollover. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32082

Chicago Manual of Style (16th Edition):

Giahi, Hamid. “Investigation on seat structural integrity and occupant safety in coach rollover.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/32082.

MLA Handbook (7th Edition):

Giahi, Hamid. “Investigation on seat structural integrity and occupant safety in coach rollover.” 2016. Web. 07 Apr 2020.

Vancouver:

Giahi H. Investigation on seat structural integrity and occupant safety in coach rollover. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/32082.

Council of Science Editors:

Giahi H. Investigation on seat structural integrity and occupant safety in coach rollover. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32082


University of Manitoba

30. Senake Ralalage, Buddhi Wimarshana. Identification of breathing cracks in a beam structure with entropy.

Degree: Mechanical Engineering, 2016, University of Manitoba

 During vibration of engineering structures, fatigue cracks may exhibit repetitive crack open-close breathing like phenomenon. In this thesis, the concept of entropy is employed to… (more)

Subjects/Keywords: Structural health monitoring; Breathing cracks; Crack identification; Sample entropy; Quantized approximation of sample entropy; Wavelet transformation; Frequency response function

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Senake Ralalage, B. W. (2016). Identification of breathing cracks in a beam structure with entropy. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31748

Chicago Manual of Style (16th Edition):

Senake Ralalage, Buddhi Wimarshana. “Identification of breathing cracks in a beam structure with entropy.” 2016. Masters Thesis, University of Manitoba. Accessed April 07, 2020. http://hdl.handle.net/1993/31748.

MLA Handbook (7th Edition):

Senake Ralalage, Buddhi Wimarshana. “Identification of breathing cracks in a beam structure with entropy.” 2016. Web. 07 Apr 2020.

Vancouver:

Senake Ralalage BW. Identification of breathing cracks in a beam structure with entropy. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2020 Apr 07]. Available from: http://hdl.handle.net/1993/31748.

Council of Science Editors:

Senake Ralalage BW. Identification of breathing cracks in a beam structure with entropy. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31748

[1] [2]

.