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You searched for +publisher:"Dalhousie University" +contributor:("Dr. John Newhook"). Showing records 1 – 12 of 12 total matches.

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Dalhousie University

1. MacDonald, Luke. Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures.

Degree: Master of Applied Science, Department of Civil Engineering, 2010, Dalhousie University

 An investigation was performed for live load forces applied to soil-steel structures under shallow backfill depths, specifically a long span deeply corrugated box culvert. The… (more)

Subjects/Keywords: Culvert; Soil-steel structure; bridge; Orthotropic plates

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APA (6th Edition):

MacDonald, L. (2010). Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/13119

Chicago Manual of Style (16th Edition):

MacDonald, Luke. “Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures.” 2010. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/13119.

MLA Handbook (7th Edition):

MacDonald, Luke. “Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures.” 2010. Web. 28 Feb 2021.

Vancouver:

MacDonald L. Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures. [Internet] [Masters thesis]. Dalhousie University; 2010. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/13119.

Council of Science Editors:

MacDonald L. Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures. [Masters Thesis]. Dalhousie University; 2010. Available from: http://hdl.handle.net/10222/13119


Dalhousie University

2. O'Connell, Shannon. Development of a New High Performance Synthetic Fiber for Concrete Reinforcement.

Degree: Master of Applied Science, Department of Civil Engineering, 2012, Dalhousie University

 The research objective was to develop a new competitively priced, high strength macrosynthetic fiber for concrete reinforcement. Mechanical bond properties were examined through aligned and… (more)

Subjects/Keywords: concrete; synthetic fiber; pullout testing; fiber reinforced concrete

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APA (6th Edition):

O'Connell, S. (2012). Development of a New High Performance Synthetic Fiber for Concrete Reinforcement. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15716

Chicago Manual of Style (16th Edition):

O'Connell, Shannon. “Development of a New High Performance Synthetic Fiber for Concrete Reinforcement.” 2012. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/15716.

MLA Handbook (7th Edition):

O'Connell, Shannon. “Development of a New High Performance Synthetic Fiber for Concrete Reinforcement.” 2012. Web. 28 Feb 2021.

Vancouver:

O'Connell S. Development of a New High Performance Synthetic Fiber for Concrete Reinforcement. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/15716.

Council of Science Editors:

O'Connell S. Development of a New High Performance Synthetic Fiber for Concrete Reinforcement. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15716


Dalhousie University

3. Soon, Sandra. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.

Degree: Master of Applied Science, Department of Civil Engineering, 2011, Dalhousie University

 Masonry infilled walls have been commonly used as interior partitions as well as exterior walls infilled in either steel or reinforced concrete frames in the… (more)

Subjects/Keywords: Masonry Infilled Steel Frames

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APA (6th Edition):

Soon, S. (2011). IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/14327

Chicago Manual of Style (16th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/14327.

MLA Handbook (7th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Web. 28 Feb 2021.

Vancouver:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Internet] [Masters thesis]. Dalhousie University; 2011. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/14327.

Council of Science Editors:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Masters Thesis]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/14327


Dalhousie University

4. Levy, Joshua. APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE.

Degree: Master of Applied Science, Department of Civil Engineering, 2011, Dalhousie University

 The traditional bridge evaluation process contains uncertainty that affects management decisions. Numerical models require assumptions regarding structural response, and code load models are inherently conservative… (more)

Subjects/Keywords: Structural Monitoring; Strain Gauge; Bridge Evaluation

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APA (6th Edition):

Levy, J. (2011). APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/14397

Chicago Manual of Style (16th Edition):

Levy, Joshua. “APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE.” 2011. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/14397.

MLA Handbook (7th Edition):

Levy, Joshua. “APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE.” 2011. Web. 28 Feb 2021.

Vancouver:

Levy J. APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE. [Internet] [Masters thesis]. Dalhousie University; 2011. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/14397.

Council of Science Editors:

Levy J. APPLICATION OF STRUCTURAL MONITORING IN MANAGEMENT DECISIONS FOR LARGE INFRASTRUCTURE. [Masters Thesis]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/14397


Dalhousie University

5. Poushay, Lynsey. Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete.

Degree: Master of Applied Science, Department of Civil Engineering, 2012, Dalhousie University

 The purpose of this research was to determine uni-axial response of synthetic fibres required for structural design. The stress versus crack opening curves, required by… (more)

Subjects/Keywords: FRC; Synthetic fibres; Uni-axial tension; Structural applications

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APA (6th Edition):

Poushay, L. (2012). Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15374

Chicago Manual of Style (16th Edition):

Poushay, Lynsey. “Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete.” 2012. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/15374.

MLA Handbook (7th Edition):

Poushay, Lynsey. “Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete.” 2012. Web. 28 Feb 2021.

Vancouver:

Poushay L. Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/15374.

Council of Science Editors:

Poushay L. Uni-Axial Tensions Testing On Synthetic Fibre Reinforced Concrete. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15374


Dalhousie University

6. Brown, Joshua. Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments.

Degree: Master of Applied Science, Department of Civil Engineering, 2012, Dalhousie University

 Concrete marine structures are typically exposed to harsh marine environments where the ingress of chloride ions can lead to corrosion of steel reinforcing bars, reducing… (more)

Subjects/Keywords: Concrete; synthetic fibers; freeze thaw; marine; air-entrained; chlorides; shrinkage cracking; diffusion

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APA (6th Edition):

Brown, J. (2012). Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15603

Chicago Manual of Style (16th Edition):

Brown, Joshua. “Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments.” 2012. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/15603.

MLA Handbook (7th Edition):

Brown, Joshua. “Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments.” 2012. Web. 28 Feb 2021.

Vancouver:

Brown J. Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/15603.

Council of Science Editors:

Brown J. Macro Synthetic Fiber Addition To Concrete Marine Structures In Freeze Thaw Environments. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15603


Dalhousie University

7. Alkhatib, Ammar. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.

Degree: Master of Applied Science, Department of Civil Engineering, 2012, Dalhousie University

 Cast-in-place concrete in composite with steel sections is commonly used in bridge deck constructions. The shear transfer between the concrete and steel section is achieved… (more)

Subjects/Keywords: Shear stud; bridge deck; composite construction; adjustable stud; push-out test

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APA (6th Edition):

Alkhatib, A. (2012). EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/15856

Chicago Manual of Style (16th Edition):

Alkhatib, Ammar. “EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.” 2012. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/15856.

MLA Handbook (7th Edition):

Alkhatib, Ammar. “EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION.” 2012. Web. 28 Feb 2021.

Vancouver:

Alkhatib A. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. [Internet] [Masters thesis]. Dalhousie University; 2012. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/15856.

Council of Science Editors:

Alkhatib A. EXPERIMENTAL STUDY OF BEHAVIOUR AND STRENGTH OF SHEAR STUDS IN COMPOSITE BRIDGE DECK CONSTRUCTION. [Masters Thesis]. Dalhousie University; 2012. Available from: http://hdl.handle.net/10222/15856


Dalhousie University

8. McCallum, Brittany. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

 Reinforcement of concrete flexural components has been traditionally provided by steel rebar; however, durability concerns and life maintenance costs of this product have powered the… (more)

Subjects/Keywords: Bond; Crack width; Fibre reinforced polymers (FRP); Bond dependent coefficient (kb); Concrete

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APA (6th Edition):

McCallum, B. (2013). Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/21450

Chicago Manual of Style (16th Edition):

McCallum, Brittany. “Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.” 2013. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/21450.

MLA Handbook (7th Edition):

McCallum, Brittany. “Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete.” 2013. Web. 28 Feb 2021.

Vancouver:

McCallum B. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/21450.

Council of Science Editors:

McCallum B. Experimental Evaluation of the Bond Dependent Coefficient and Parameters which Influence Crack Width in GFRP Reinforced Concrete. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/21450


Dalhousie University

9. Behnam Manesh, Pouria. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.

Degree: Master of Applied Science, Department of Civil Engineering, 2013, Dalhousie University

Masonry infilled steel frames tested under combined axial and lateral loading. Behaviour as affected by axial load, grouting, aspect ratio and openings discussed. Correlation between… (more)

Subjects/Keywords: Masonry; Infilled Frame; Lateral Loading; Concrete Masonry Unit; Combined Axial and Lateral Loading

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APA (6th Edition):

Behnam Manesh, P. (2013). Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/38619

Chicago Manual of Style (16th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/38619.

MLA Handbook (7th Edition):

Behnam Manesh, Pouria. “Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading.” 2013. Web. 28 Feb 2021.

Vancouver:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Internet] [Masters thesis]. Dalhousie University; 2013. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/38619.

Council of Science Editors:

Behnam Manesh P. Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading. [Masters Thesis]. Dalhousie University; 2013. Available from: http://hdl.handle.net/10222/38619


Dalhousie University

10. Vickers, Philip. Joint Movement Models for Angus L. Macdonald Suspension Bridge.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The Angus L. Macdonald (ALM) Suspension Bridge spans the Halifax Harbour linking the Halifax Peninsula with Dartmouth, Nova Scotia. The ALM was first opened in… (more)

Subjects/Keywords: Structural health monitoring; Joint movement; Suspension bridge

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APA (6th Edition):

Vickers, P. (2014). Joint Movement Models for Angus L. Macdonald Suspension Bridge. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/54093

Chicago Manual of Style (16th Edition):

Vickers, Philip. “Joint Movement Models for Angus L. Macdonald Suspension Bridge.” 2014. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/54093.

MLA Handbook (7th Edition):

Vickers, Philip. “Joint Movement Models for Angus L. Macdonald Suspension Bridge.” 2014. Web. 28 Feb 2021.

Vancouver:

Vickers P. Joint Movement Models for Angus L. Macdonald Suspension Bridge. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/54093.

Council of Science Editors:

Vickers P. Joint Movement Models for Angus L. Macdonald Suspension Bridge. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/54093


Dalhousie University

11. Clarke, Justin. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The A. Murray MacKay Bridge is an aging structure which opened to traffic over 40 years ago. With many of our structures aging, the ability… (more)

Subjects/Keywords: Reliability analysis; Fatigue; Steel structures; Orthotropic steel plate deck; Structural health monitoring; Bridge; Evaluation

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APA (6th Edition):

Clarke, J. (2014). INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/55989

Chicago Manual of Style (16th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Masters Thesis, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/55989.

MLA Handbook (7th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Web. 28 Feb 2021.

Vancouver:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/55989.

Council of Science Editors:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/55989


Dalhousie University

12. Liu, Haibin. Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs.

Degree: PhD, Faculty of Computer Science, 2010, Dalhousie University

 The magnitude of the document collection in the biology domain boosts the demand for effective and efficient literature mining and knowledge discovery that can help… (more)

Subjects/Keywords: Subject Not Available

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APA (6th Edition):

Liu, H. (2010). Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs. (Doctoral Dissertation). Dalhousie University. Retrieved from http://hdl.handle.net/10222/13127

Chicago Manual of Style (16th Edition):

Liu, Haibin. “Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs.” 2010. Doctoral Dissertation, Dalhousie University. Accessed February 28, 2021. http://hdl.handle.net/10222/13127.

MLA Handbook (7th Edition):

Liu, Haibin. “Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs.” 2010. Web. 28 Feb 2021.

Vancouver:

Liu H. Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs. [Internet] [Doctoral dissertation]. Dalhousie University; 2010. [cited 2021 Feb 28]. Available from: http://hdl.handle.net/10222/13127.

Council of Science Editors:

Liu H. Biological Information Extraction using Patterns of Characters, Tag Sequences and Subgraphs. [Doctoral Dissertation]. Dalhousie University; 2010. Available from: http://hdl.handle.net/10222/13127

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