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You searched for subject:(0543). Showing records 31 – 60 of 501 total matches.

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University of Toronto

31. naini, Sheida Shoai. Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario.

Degree: 2014, University of Toronto

Investment in construction and renovation projects represents long-term plans for improving and expanding the existing facilities at Ontario universities. Ontario Universities, as parts of the… (more)

Subjects/Keywords: construction management; 0543

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APA (6th Edition):

naini, S. S. (2014). Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/68602

Chicago Manual of Style (16th Edition):

naini, Sheida Shoai. “Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario.” 2014. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/68602.

MLA Handbook (7th Edition):

naini, Sheida Shoai. “Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario.” 2014. Web. 01 Apr 2020.

Vancouver:

naini SS. Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/68602.

Council of Science Editors:

naini SS. Studying Best Practices in Acquiring more Responsibly-built University Buildings in Ontario. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/68602


University of Toronto

32. Dolatabadi, Mahsa Heidari. Properties and Performance of Photocatalytic Concrete.

Degree: 2013, University of Toronto

This research program is focused on the photocatalytic cement with emphasis on evaluating impacts on concrete’s physical, transport and durability properties. The scope of this… (more)

Subjects/Keywords: Photocatalytic; Concrete; 0543

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APA (6th Edition):

Dolatabadi, M. H. (2013). Properties and Performance of Photocatalytic Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35611

Chicago Manual of Style (16th Edition):

Dolatabadi, Mahsa Heidari. “Properties and Performance of Photocatalytic Concrete.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/35611.

MLA Handbook (7th Edition):

Dolatabadi, Mahsa Heidari. “Properties and Performance of Photocatalytic Concrete.” 2013. Web. 01 Apr 2020.

Vancouver:

Dolatabadi MH. Properties and Performance of Photocatalytic Concrete. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/35611.

Council of Science Editors:

Dolatabadi MH. Properties and Performance of Photocatalytic Concrete. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35611

33. Sultana, Sharmin. Extending asphalt pavement life with thin whitetopping.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Due to budget constraints, many highway agencies are becoming interested in pavement preservation or rehabilitation rather than reconstruction to ensure pavement is in serviceable condition.… (more)

Subjects/Keywords: Thin whitetopping; Engineering, Civil (0543)

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APA (6th Edition):

Sultana, S. (2010). Extending asphalt pavement life with thin whitetopping. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4324

Chicago Manual of Style (16th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/4324.

MLA Handbook (7th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Web. 01 Apr 2020.

Vancouver:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/4324.

Council of Science Editors:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4324

34. Nayyeri Amiri, Shahin. A comprehensive study on soil consolidation.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 In this research, soil consolidation is explored in a comprehensive analytical and experimental study. The pore pressure development and dissipation for clay at its liquid… (more)

Subjects/Keywords: SOIL CONSOLIDATION; Engineering, Civil (0543)

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APA (6th Edition):

Nayyeri Amiri, S. (2010). A comprehensive study on soil consolidation. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7058

Chicago Manual of Style (16th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/7058.

MLA Handbook (7th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Web. 01 Apr 2020.

Vancouver:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/7058.

Council of Science Editors:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7058


University of Toronto

35. Sridhar, Shrihari. Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed.

Degree: 2013, University of Toronto

Though water is the most essential element of life in most developing countries clean drinking water is supplied intermittently to consumers. Municipalities are often under… (more)

Subjects/Keywords: Intermittent Water Supply; 0543

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APA (6th Edition):

Sridhar, S. (2013). Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42944

Chicago Manual of Style (16th Edition):

Sridhar, Shrihari. “Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/42944.

MLA Handbook (7th Edition):

Sridhar, Shrihari. “Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed.” 2013. Web. 01 Apr 2020.

Vancouver:

Sridhar S. Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/42944.

Council of Science Editors:

Sridhar S. Intermittent Water Supplies: Where and Why they are Currently used and Why their Future use Should be Curtailed. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42944


University of Toronto

36. Wei, Yufeng. Study of Hoist Performance during Peak Hours for Tall Building Construction.

Degree: 2015, University of Toronto

The increasing height of urban buildings creates challenges in the vertical delivery of essential resources during construction phase, which makes the efficient use of construction… (more)

Subjects/Keywords: Construction efficiency; Hoist planning; 0543

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APA (6th Edition):

Wei, Y. (2015). Study of Hoist Performance during Peak Hours for Tall Building Construction. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/70731

Chicago Manual of Style (16th Edition):

Wei, Yufeng. “Study of Hoist Performance during Peak Hours for Tall Building Construction.” 2015. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/70731.

MLA Handbook (7th Edition):

Wei, Yufeng. “Study of Hoist Performance during Peak Hours for Tall Building Construction.” 2015. Web. 01 Apr 2020.

Vancouver:

Wei Y. Study of Hoist Performance during Peak Hours for Tall Building Construction. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/70731.

Council of Science Editors:

Wei Y. Study of Hoist Performance during Peak Hours for Tall Building Construction. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/70731


University of Toronto

37. Malekghasemi, Hadi. Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs).

Degree: 2011, University of Toronto

A TLD (tuned liquid damper) is a passive control devise on top of a structure that dissipates the input excitation energy through the liquid boundary… (more)

Subjects/Keywords: Tuned Liquid Damper; 0543

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APA (6th Edition):

Malekghasemi, H. (2011). Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs). (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/31329

Chicago Manual of Style (16th Edition):

Malekghasemi, Hadi. “Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs).” 2011. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/31329.

MLA Handbook (7th Edition):

Malekghasemi, Hadi. “Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs).” 2011. Web. 01 Apr 2020.

Vancouver:

Malekghasemi H. Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs). [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/31329.

Council of Science Editors:

Malekghasemi H. Experimental and Analytical Investigations of Rectangular Tuned Liquid Dampers (TLDs). [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/31329


University of Toronto

38. Sadeghian, Vahid. FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software.

Degree: 2012, University of Toronto

VecTor© is a suite of computer programs developed for nonlinear finite element analysis of reinforced concrete. A graphics-based pre-processor (FormWorks) was developed for 2D concrete… (more)

Subjects/Keywords: FormWorks; VecTor; Pre-processor; 0543

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APA (6th Edition):

Sadeghian, V. (2012). FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32277

Chicago Manual of Style (16th Edition):

Sadeghian, Vahid. “FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/32277.

MLA Handbook (7th Edition):

Sadeghian, Vahid. “FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software.” 2012. Web. 01 Apr 2020.

Vancouver:

Sadeghian V. FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/32277.

Council of Science Editors:

Sadeghian V. FormWorks-Plus: Improved Pre-processor for VecTor Analysis Software. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32277


University of Toronto

39. Sasic, Ana. Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies.

Degree: 2012, University of Toronto

This thesis develops econometric models of departure time and travel mode choice to evaluate dynamic transportation policies. Dynamic policies affect travel attributes differently throughout the… (more)

Subjects/Keywords: transportation; travel behaviour modelling; 0543

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APA (6th Edition):

Sasic, A. (2012). Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32489

Chicago Manual of Style (16th Edition):

Sasic, Ana. “Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/32489.

MLA Handbook (7th Edition):

Sasic, Ana. “Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies.” 2012. Web. 01 Apr 2020.

Vancouver:

Sasic A. Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/32489.

Council of Science Editors:

Sasic A. Modelling Departure Time and Mode Choice for Commuting in the Greater Toronto and Hamilton Area (GTHA): Evaluation of Dynamic Travel Demand Management Policies. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32489


University of Toronto

40. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

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APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 01 Apr 2020.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212


University of Toronto

41. Vint, Lisa. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.

Degree: 2012, University of Toronto

A study of existing research shows a need for an investigation of the bond properties of anchorage systems for GFRP bars including; straight, anchor heads… (more)

Subjects/Keywords: Bond; GFRP; Pullout; Concrete; 0543

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APA (6th Edition):

Vint, L. (2012). Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33573

Chicago Manual of Style (16th Edition):

Vint, Lisa. “Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/33573.

MLA Handbook (7th Edition):

Vint, Lisa. “Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension.” 2012. Web. 01 Apr 2020.

Vancouver:

Vint L. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/33573.

Council of Science Editors:

Vint L. Investigation of Bond Properties of Glass Fibre Reinforced Polymer (GFRP) Bars in Concrete under Direct Tension. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33573


University of Toronto

42. Walker, Martin Graham. An Energy-dissipating System for Blast Mitigation in Structures.

Degree: 2012, University of Toronto

The design of buildings for extreme loads has traditionally been conducted on a life safety basis. As a result, buildings often need to be demolished… (more)

Subjects/Keywords: Blast; Mitigation; Explosion; 0543

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APA (6th Edition):

Walker, M. G. (2012). An Energy-dissipating System for Blast Mitigation in Structures. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33576

Chicago Manual of Style (16th Edition):

Walker, Martin Graham. “An Energy-dissipating System for Blast Mitigation in Structures.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/33576.

MLA Handbook (7th Edition):

Walker, Martin Graham. “An Energy-dissipating System for Blast Mitigation in Structures.” 2012. Web. 01 Apr 2020.

Vancouver:

Walker MG. An Energy-dissipating System for Blast Mitigation in Structures. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/33576.

Council of Science Editors:

Walker MG. An Energy-dissipating System for Blast Mitigation in Structures. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33576


University of Toronto

43. Wu, Sixian. Rational Modeling of Arching Action in Laterally Restrained Beams.

Degree: 2013, University of Toronto

It is well known that arching action in reinforced concrete slabs resulting from surrounding restraining elements is responsible for much greater collapse loads than those… (more)

Subjects/Keywords: Arching Action; Reinforced Concrete; 0543

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APA (6th Edition):

Wu, S. (2013). Rational Modeling of Arching Action in Laterally Restrained Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35148

Chicago Manual of Style (16th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/35148.

MLA Handbook (7th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Web. 01 Apr 2020.

Vancouver:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/35148.

Council of Science Editors:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35148


University of Toronto

44. Dadic, Iva. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.

Degree: 2018, University of Toronto

Two potential test methods for evaluating the impact of different curing regimes on the durability of the cover layer over reinforcement in precast concrete elements… (more)

Subjects/Keywords: Chlorides; Concrete; Curing; 0543

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APA (6th Edition):

Dadic, I. (2018). Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/91534

Chicago Manual of Style (16th Edition):

Dadic, Iva. “Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.” 2018. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/91534.

MLA Handbook (7th Edition):

Dadic, Iva. “Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete.” 2018. Web. 01 Apr 2020.

Vancouver:

Dadic I. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/91534.

Council of Science Editors:

Dadic I. Development of Test Methods for Evaluating the Impact of Curing Methods on Chloride Penetration Resistance of the Concrete. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/91534


University of Toronto

45. Dury, Julia Alexis. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.

Degree: 2018, University of Toronto

While historically used for infrastructure such as buildings, bridges, dams, and roadways, concrete is also a vital component for the storage of energy – especially… (more)

Subjects/Keywords: Concrete; Leakage; Shrinkage; 0543

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APA (6th Edition):

Dury, J. A. (2018). Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/91718

Chicago Manual of Style (16th Edition):

Dury, Julia Alexis. “Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.” 2018. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/91718.

MLA Handbook (7th Edition):

Dury, Julia Alexis. “Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.” 2018. Web. 01 Apr 2020.

Vancouver:

Dury JA. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/91718.

Council of Science Editors:

Dury JA. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/91718


University of Toronto

46. Shi, Yirui. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.

Degree: 2017, University of Toronto

Currently, geopolymers (e.g. fly ash and slag) are excellent replacements of the traditional ordinary Portland cement (OPC) concrete due to the less production of carbon… (more)

Subjects/Keywords: DYNAMIC BEHAVIOR; GEOPOLYMER MORTAR; 0543

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APA (6th Edition):

Shi, Y. (2017). THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/79271

Chicago Manual of Style (16th Edition):

Shi, Yirui. “THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.” 2017. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/79271.

MLA Handbook (7th Edition):

Shi, Yirui. “THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES.” 2017. Web. 01 Apr 2020.

Vancouver:

Shi Y. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/79271.

Council of Science Editors:

Shi Y. THE DYNAMIC BEHAVIOR OF SLAG BASED GEOPOLYMER MORTAR UNDER VARIOUS CURING TIMES. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/79271


University of Toronto

47. Tavassoli, Arjang. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.

Degree: 2013, University of Toronto

This study presents experimental results from nine large-scale circular concrete columns reinforced with longitudinal and transverse glass fiber-reinforced polymer (GFRP) bars. These specimens were tested… (more)

Subjects/Keywords: concrete column; GFRP reinforcement; 0543

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APA (6th Edition):

Tavassoli, A. (2013). Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42951

Chicago Manual of Style (16th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/42951.

MLA Handbook (7th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Web. 01 Apr 2020.

Vancouver:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/42951.

Council of Science Editors:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42951


University of Toronto

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

Degree: 2013, University of Toronto

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

Subjects/Keywords: Structural Engineering; Geotechnical Engineering; 0543

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/42977.

MLA Handbook (7th Edition):

Kabanda, John Samuel. “Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data.” 2013. Web. 01 Apr 2020.

Vancouver:

Kabanda JS. Evaluation of the Frequency and Time Domain Soil-structure Interaction Analysis Methods against the Hualien Large-scale Seismic Test (LSST) Data. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/42977.

Council of Science Editors:

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


University of Toronto

49. Berjis, Payman. Effectiveness of Prequalification Practices in Public Procurement.

Degree: 2012, University of Toronto

Due to legally restrictive nature of public work, contracts are often awarded solely based on the price of the bid. This has often resulted in… (more)

Subjects/Keywords: Construction Management; Prequalification; 0543

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APA (6th Edition):

Berjis, P. (2012). Effectiveness of Prequalification Practices in Public Procurement. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32528

Chicago Manual of Style (16th Edition):

Berjis, Payman. “Effectiveness of Prequalification Practices in Public Procurement.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/32528.

MLA Handbook (7th Edition):

Berjis, Payman. “Effectiveness of Prequalification Practices in Public Procurement.” 2012. Web. 01 Apr 2020.

Vancouver:

Berjis P. Effectiveness of Prequalification Practices in Public Procurement. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/32528.

Council of Science Editors:

Berjis P. Effectiveness of Prequalification Practices in Public Procurement. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32528


University of Toronto

50. Yee-Ching, Ge-Hung. The Effect of Low Temperature on the Binding of External Chlorides.

Degree: 2012, University of Toronto

Designing durable concrete structures is becoming increasingly important with emphasis being placed on extending service life. This project focuses on the effect of low temperatures… (more)

Subjects/Keywords: Chloride Binding; Cement; 0543

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APA (6th Edition):

Yee-Ching, G. (2012). The Effect of Low Temperature on the Binding of External Chlorides. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/32292

Chicago Manual of Style (16th Edition):

Yee-Ching, Ge-Hung. “The Effect of Low Temperature on the Binding of External Chlorides.” 2012. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/32292.

MLA Handbook (7th Edition):

Yee-Ching, Ge-Hung. “The Effect of Low Temperature on the Binding of External Chlorides.” 2012. Web. 01 Apr 2020.

Vancouver:

Yee-Ching G. The Effect of Low Temperature on the Binding of External Chlorides. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/32292.

Council of Science Editors:

Yee-Ching G. The Effect of Low Temperature on the Binding of External Chlorides. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32292


University of Toronto

51. Tsui, Tony P. Analysis of Lead Monitoring Data in Drinking Water.

Degree: 2009, University of Toronto

Historical lead in tap water data from the City of London and the City of Ottawa were examined for trends and correlations over time. Factors… (more)

Subjects/Keywords: 0543; 0775

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APA (6th Edition):

Tsui, T. P. (2009). Analysis of Lead Monitoring Data in Drinking Water. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/18960

Chicago Manual of Style (16th Edition):

Tsui, Tony P. “Analysis of Lead Monitoring Data in Drinking Water.” 2009. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/18960.

MLA Handbook (7th Edition):

Tsui, Tony P. “Analysis of Lead Monitoring Data in Drinking Water.” 2009. Web. 01 Apr 2020.

Vancouver:

Tsui TP. Analysis of Lead Monitoring Data in Drinking Water. [Internet] [Masters thesis]. University of Toronto; 2009. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/18960.

Council of Science Editors:

Tsui TP. Analysis of Lead Monitoring Data in Drinking Water. [Masters Thesis]. University of Toronto; 2009. Available from: http://hdl.handle.net/1807/18960


University of Toronto

52. Masukawa, Junji. Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs.

Degree: 2012, University of Toronto

Experimental and analytical research has been conducted to investigate the degradation of shear performance of beams due to bond deterioration and longitudinal bar cutoffs. To… (more)

Subjects/Keywords: Shear; bond; cutoff; beam; 0543

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APA (6th Edition):

Masukawa, J. (2012). Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs. (Doctoral Dissertation). University of Toronto. Retrieved from http://hdl.handle.net/1807/32767

Chicago Manual of Style (16th Edition):

Masukawa, Junji. “Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs.” 2012. Doctoral Dissertation, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/32767.

MLA Handbook (7th Edition):

Masukawa, Junji. “Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs.” 2012. Web. 01 Apr 2020.

Vancouver:

Masukawa J. Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs. [Internet] [Doctoral dissertation]. University of Toronto; 2012. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/32767.

Council of Science Editors:

Masukawa J. Degradation of Shear Performance of Beams due to Bond Deterioration and Longitudinal Bar Cutoffs. [Doctoral Dissertation]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/32767


Kansas State University

53. Qiao, Long. Structural damage detection using signal-based pattern recognition.

Degree: PhD, Department of Civil Engineering, 2009, Kansas State University

 Civil structures are susceptible to damages over their service lives due to aging, environmental loading, fatigue and excessive response. Such deterioration significantly affects the performance… (more)

Subjects/Keywords: Damage detection; Pattern recognition; Engineering, Civil (0543)

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APA (6th Edition):

Qiao, L. (2009). Structural damage detection using signal-based pattern recognition. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/1385

Chicago Manual of Style (16th Edition):

Qiao, Long. “Structural damage detection using signal-based pattern recognition.” 2009. Doctoral Dissertation, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/1385.

MLA Handbook (7th Edition):

Qiao, Long. “Structural damage detection using signal-based pattern recognition.” 2009. Web. 01 Apr 2020.

Vancouver:

Qiao L. Structural damage detection using signal-based pattern recognition. [Internet] [Doctoral dissertation]. Kansas State University; 2009. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/1385.

Council of Science Editors:

Qiao L. Structural damage detection using signal-based pattern recognition. [Doctoral Dissertation]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1385


Kansas State University

54. Dinges, Tyson. The history of prestressed concrete: 1888 to 1963.

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

 The concept of prestressed concrete appeared in 1888 when P.H. Jackson was granted the first patent in the United States for prestressed concrete design. Jackson’s… (more)

Subjects/Keywords: history of prestressed concrete; Engineering, Civil (0543)

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APA (6th Edition):

Dinges, T. (2009). The history of prestressed concrete: 1888 to 1963. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1439

Chicago Manual of Style (16th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/1439.

MLA Handbook (7th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Web. 01 Apr 2020.

Vancouver:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/1439.

Council of Science Editors:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1439


Kansas State University

55. Reynolds, Kevin Brandt. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.

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

 Cold-formed steel studs, though they are a relatively new building material, have become a mainstay in modern construction. They are favored over traditional lumber studs… (more)

Subjects/Keywords: Cold-Formed Steel; Embossing; Engineering, Civil (0543)

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APA (6th Edition):

Reynolds, K. B. (2009). Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1504

Chicago Manual of Style (16th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/1504.

MLA Handbook (7th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Web. 01 Apr 2020.

Vancouver:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/1504.

Council of Science Editors:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1504


Kansas State University

56. Holste, Joseph Robert. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 This thesis details findings from testing done to determine bond and time-dependent characteristics of two lightweight concrete mixes. The lightweight mixes were tested to possibly… (more)

Subjects/Keywords: lightweight; concrete; prestressed; SCC; Engineering, Civil (0543)

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APA (6th Edition):

Holste, J. R. (2010). Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/6998

Chicago Manual of Style (16th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/6998.

MLA Handbook (7th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Web. 01 Apr 2020.

Vancouver:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/6998.

Council of Science Editors:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/6998

57. Islam, Md Shahidul. Evaluation of lightweight aggregates in chip seal.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Pavement preservation by adopting low-cost maintenance techniques is increasing among transportation agencies day by day. Chip seal, also known as seal coat, is widely used… (more)

Subjects/Keywords: Chip Seal; Lightweight Aggregate; Engineering, Civil (0543)

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APA (6th Edition):

Islam, M. S. (2010). Evaluation of lightweight aggregates in chip seal. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7034

Chicago Manual of Style (16th Edition):

Islam, Md Shahidul. “Evaluation of lightweight aggregates in chip seal.” 2010. Masters Thesis, Kansas State University. Accessed April 01, 2020. http://hdl.handle.net/2097/7034.

MLA Handbook (7th Edition):

Islam, Md Shahidul. “Evaluation of lightweight aggregates in chip seal.” 2010. Web. 01 Apr 2020.

Vancouver:

Islam MS. Evaluation of lightweight aggregates in chip seal. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/2097/7034.

Council of Science Editors:

Islam MS. Evaluation of lightweight aggregates in chip seal. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7034


University of Toronto

58. Liu, Eric Ying Xian. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.

Degree: 2013, University of Toronto

This research was undertaken to study the effects of high performance concrete (HPC) mix design modifications on the propensity of early-age cracking. Seven mixtures were… (more)

Subjects/Keywords: High Performance Concrete; Restrained Shrinkage Cracking; 0543

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APA (6th Edition):

Liu, E. Y. X. (2013). Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/43089

Chicago Manual of Style (16th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/43089.

MLA Handbook (7th Edition):

Liu, Eric Ying Xian. “Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks.” 2013. Web. 01 Apr 2020.

Vancouver:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/43089.

Council of Science Editors:

Liu EYX. Controlling Early-age Transverse Cracking in High Performance Concrete Bridge Decks. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/43089


University of Toronto

59. Su, Fangzhou. An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants.

Degree: 2014, University of Toronto

At many urban intersections, pedestrians and vehicles share the same space, where interactions between pedestrians and vehicles may hinder vehicle turning movements. This changes the… (more)

Subjects/Keywords: Dispersion; Emission; Exposure; Pedestrian; Simulation; Transportation; 0543

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APA (6th Edition):

Su, F. (2014). An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/67856

Chicago Manual of Style (16th Edition):

Su, Fangzhou. “An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants.” 2014. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/67856.

MLA Handbook (7th Edition):

Su, Fangzhou. “An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants.” 2014. Web. 01 Apr 2020.

Vancouver:

Su F. An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/67856.

Council of Science Editors:

Su F. An Integrated Approach to Estimate Pedestrian Exposure to Roadside Vehicle Pollutants. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/67856


University of Toronto

60. Rudra, Malvika. Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area.

Degree: 2014, University of Toronto

Missing data is a common issue in empirical research, especially in complex surveys involving a large number of respondents. In 2012-13, a shipper-based, establishment survey… (more)

Subjects/Keywords: freight trip generation; imputation; missing data; 0543

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APA (6th Edition):

Rudra, M. (2014). Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/68004

Chicago Manual of Style (16th Edition):

Rudra, Malvika. “Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area.” 2014. Masters Thesis, University of Toronto. Accessed April 01, 2020. http://hdl.handle.net/1807/68004.

MLA Handbook (7th Edition):

Rudra, Malvika. “Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area.” 2014. Web. 01 Apr 2020.

Vancouver:

Rudra M. Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Apr 01]. Available from: http://hdl.handle.net/1807/68004.

Council of Science Editors:

Rudra M. Application of Imputation Methods in the Analysis of Freight Trip Generation in the Greater Toronto and Hamilton Area. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/68004

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