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

Country:

You searched for subject:(Processo civil Leis e legislacao Brasil). Showing records 1 – 30 of 2152 total matches.

[1] [2] [3] [4] [5] … [72]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

▼ Search Limiters


McMaster University

1. Lewis, Julia M. TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS.

Degree: MASc, 2010, McMaster University

Tuned-liquid dampers (TLDs) can be used as vibration absorbers for tall buildings. The ability of TLDs to decrease a building's motions is highly dependent… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lewis, J. M. (2010). TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9004

Chicago Manual of Style (16th Edition):

Lewis, Julia M. “TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9004.

MLA Handbook (7th Edition):

Lewis, Julia M. “TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS.” 2010. Web. 10 Dec 2019.

Vancouver:

Lewis JM. TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9004.

Council of Science Editors:

Lewis JM. TOOLS FOR ESTIMATING DYNAMIC PROPERTIES FOR THE PURPOSE OF TUNING DYNAMIC VIBRATION ABSORBERS. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9004


McMaster University

2. Ahmed, Sadik. HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS.

Degree: MASc, 2010, McMaster University

p.p1 {margin: 0.0px 0.0px 0.0px 0.0px; font: 11.5px Times} The objective of this thesis is to investigate the potential of ensemble meteorological forecasts (15… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ahmed, S. (2010). HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9027

Chicago Manual of Style (16th Edition):

Ahmed, Sadik. “HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9027.

MLA Handbook (7th Edition):

Ahmed, Sadik. “HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS.” 2010. Web. 10 Dec 2019.

Vancouver:

Ahmed S. HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9027.

Council of Science Editors:

Ahmed S. HYDROLOGIC ENSEMBLE PREDICTIONS USING ENSEMBLE METEOROLOGICAL FORECASTS. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9027


McMaster University

3. Khosravi, Fard Ehsan. FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY.

Degree: ME, 2010, McMaster University

The behavior of subgrade soils with different water contents under freeze-thaw conditions is a significant factor to be considered in pavement engineering, since freeze-thaw… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khosravi, F. E. (2010). FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9028

Chicago Manual of Style (16th Edition):

Khosravi, Fard Ehsan. “FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9028.

MLA Handbook (7th Edition):

Khosravi, Fard Ehsan. “FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY.” 2010. Web. 10 Dec 2019.

Vancouver:

Khosravi FE. FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9028.

Council of Science Editors:

Khosravi FE. FREEZE-THAW EFFECT ON THE RESILIENT MODULUS AND ACCUMULATIVE DEFORMATION OF SILTY CLAY. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9028


McMaster University

4. Hughes, Kevin J. Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components.

Degree: MASc, 2010, McMaster University

Reduced-scale models have become an attractive alternative to full-scale experimental laboratory testing due to both physical and fmandal restrictions. In order to have confidence… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hughes, K. J. (2010). Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9047

Chicago Manual of Style (16th Edition):

Hughes, Kevin J. “Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9047.

MLA Handbook (7th Edition):

Hughes, Kevin J. “Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components.” 2010. Web. 10 Dec 2019.

Vancouver:

Hughes KJ. Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9047.

Council of Science Editors:

Hughes KJ. Behaviour of Reduced-Scale Reinforced Concrete Masonry Shear Walls and Components. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9047


McMaster University

5. Deng, Dong. Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED).

Degree: MASc, 2010, McMaster University

p.p1 {margin: 0.0px 0.0px 0.0px 0.0px; font: 11.5px Times} Pulsed Arc Electrohydraulic Discharge (PAED) is a direct plasma water treatmenttechnology that can generate physical… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Deng, D. (2010). Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED). (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9093

Chicago Manual of Style (16th Edition):

Deng, Dong. “Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED).” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9093.

MLA Handbook (7th Edition):

Deng, Dong. “Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED).” 2010. Web. 10 Dec 2019.

Vancouver:

Deng D. Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED). [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9093.

Council of Science Editors:

Deng D. Removal of Perchlorate (ClO₄⁻) from Water Using Pulsed Arc Electrohydraulic Discharge (PAED). [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9093


McMaster University

6. Mclnerney, Bedford James. Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces.

Degree: MASc, 2010, McMaster University

  The goal of seismic response modification is to elicit more favourable behaviour from structures during earthquakes. A popular means for this modification is through… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mclnerney, B. J. (2010). Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9106

Chicago Manual of Style (16th Edition):

Mclnerney, Bedford James. “Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9106.

MLA Handbook (7th Edition):

Mclnerney, Bedford James. “Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces.” 2010. Web. 10 Dec 2019.

Vancouver:

Mclnerney BJ. Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9106.

Council of Science Editors:

Mclnerney BJ. Seismic Response of Steel Frames with Bilinear and Flag Shaped Hysteretic Braces. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9106


McMaster University

7. Toppozini, Laura. Urban Food Production: A Prototype Decision Support System.

Degree: MASc, 2010, McMaster University

Southern Ontario residents are faced with many challenging decisions when growing their own food. The intention of my research is to help these urban… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Toppozini, L. (2010). Urban Food Production: A Prototype Decision Support System. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9149

Chicago Manual of Style (16th Edition):

Toppozini, Laura. “Urban Food Production: A Prototype Decision Support System.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9149.

MLA Handbook (7th Edition):

Toppozini, Laura. “Urban Food Production: A Prototype Decision Support System.” 2010. Web. 10 Dec 2019.

Vancouver:

Toppozini L. Urban Food Production: A Prototype Decision Support System. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9149.

Council of Science Editors:

Toppozini L. Urban Food Production: A Prototype Decision Support System. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9149


McMaster University

8. Qu, Junlei. A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures.

Degree: MASc, 2010, McMaster University

To obtain a better understanding of groundwater contamination, experiments of biocolloid and colloid transport in single, saturated fractures are conducted to have research in… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Qu, J. (2010). A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9161

Chicago Manual of Style (16th Edition):

Qu, Junlei. “A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9161.

MLA Handbook (7th Edition):

Qu, Junlei. “A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures.” 2010. Web. 10 Dec 2019.

Vancouver:

Qu J. A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9161.

Council of Science Editors:

Qu J. A Comparison of Biocolloid and Colloid Transport in Single, Saturated Rock Fractures. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9161


McMaster University

9. Vandervelde, Jordan. Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building.

Degree: MASc, 2010, McMaster University

Much of the experimental research on shear wall elements in reinforced masonry has been performed on shear walls in isolation. These elements have typically… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vandervelde, J. (2010). Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9388

Chicago Manual of Style (16th Edition):

Vandervelde, Jordan. “Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9388.

MLA Handbook (7th Edition):

Vandervelde, Jordan. “Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building.” 2010. Web. 10 Dec 2019.

Vancouver:

Vandervelde J. Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9388.

Council of Science Editors:

Vandervelde J. Behaviour of Reduced-Scale Fully Grouted Concrete Block Masonry Building. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9388


McMaster University

10. Vatandoost, Farhad. ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL.

Degree: ME, 2010, McMaster University

The subject of this study is the mechanical response of soil masses consisting of numerous strata in their elastic range. The study comprises analytical,… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vatandoost, F. (2010). ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9390

Chicago Manual of Style (16th Edition):

Vatandoost, Farhad. “ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9390.

MLA Handbook (7th Edition):

Vatandoost, Farhad. “ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL.” 2010. Web. 10 Dec 2019.

Vancouver:

Vatandoost F. ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9390.

Council of Science Editors:

Vatandoost F. ON THE ELASTIC PROPERTIES OF THE EQUIVALENT TRANSVERSELY ISOTROPIC MATERIAL. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9390


McMaster University

11. Wierzbicki, Curtis Joseph. Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls.

Degree: MASc, 2010, McMaster University

A majority of the experimental research on masonry shear wall behaviour has been done on single storey walls and on piers in many cases… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wierzbicki, C. J. (2010). Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9449

Chicago Manual of Style (16th Edition):

Wierzbicki, Curtis Joseph. “Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9449.

MLA Handbook (7th Edition):

Wierzbicki, Curtis Joseph. “Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls.” 2010. Web. 10 Dec 2019.

Vancouver:

Wierzbicki CJ. Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9449.

Council of Science Editors:

Wierzbicki CJ. Behaviour of Reduced-Scale Fully-Grouted Concrete Block Shear Walls. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9449


McMaster University

12. Bruxer, Jacob. Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method.

Degree: MASc, 2010, McMaster University

The Lake Erie net basin supply (NBS) is defined as the net volume of water entering or exiting the lake from its own drainage… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bruxer, J. (2010). Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/9907

Chicago Manual of Style (16th Edition):

Bruxer, Jacob. “Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method.” 2010. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/9907.

MLA Handbook (7th Edition):

Bruxer, Jacob. “Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method.” 2010. Web. 10 Dec 2019.

Vancouver:

Bruxer J. Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method. [Internet] [Masters thesis]. McMaster University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/9907.

Council of Science Editors:

Bruxer J. Uncertainty Analysis of Lake Erie Net Basin Supplies as Computed Using the Residual Method. [Masters Thesis]. McMaster University; 2010. Available from: http://hdl.handle.net/11375/9907


McMaster University

13. Linde, Joel. RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS.

Degree: MASc, 2013, McMaster University

Fiber reinforced polymer (FRP) - confined concrete-steel composite columns have been recently introduced as a retrofit technique for structural steel columns. This technique involves… (more)

Subjects/Keywords: Civil Engineering; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Linde, J. (2013). RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/12962

Chicago Manual of Style (16th Edition):

Linde, Joel. “RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS.” 2013. Masters Thesis, McMaster University. Accessed December 10, 2019. http://hdl.handle.net/11375/12962.

MLA Handbook (7th Edition):

Linde, Joel. “RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS.” 2013. Web. 10 Dec 2019.

Vancouver:

Linde J. RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS. [Internet] [Masters thesis]. McMaster University; 2013. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11375/12962.

Council of Science Editors:

Linde J. RETROFIT OF STRUCTURAL STEEL COLUMNS USING FRP-CONCRETE COMPOSITE SYSTEMS. [Masters Thesis]. McMaster University; 2013. Available from: http://hdl.handle.net/11375/12962

14. Lafontaine, Holly. Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India.

Degree: MA, Civil and Environmental Engineering, 2012, National Library of Canada

 Operating within a systems analysis framework, a needs assessment was conducted to investigate an irrigation scheme in two taluks in Mysore District, Southern India. This… (more)

Subjects/Keywords: Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lafontaine, H. (2012). Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/82

Chicago Manual of Style (16th Edition):

Lafontaine, Holly. “Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India.” 2012. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/82.

MLA Handbook (7th Edition):

Lafontaine, Holly. “Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India.” 2012. Web. 10 Dec 2019.

Vancouver:

Lafontaine H. Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India. [Internet] [Masters thesis]. National Library of Canada; 2012. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/82.

Council of Science Editors:

Lafontaine H. Integrated Decision Making Tool for Rural Irrigation Applications: A Case in Southern India. [Masters Thesis]. National Library of Canada; 2012. Available from: http://scholar.uwindsor.ca/etd/82

15. Tian, Jiahao. Free Surface Confinement Effects on a Round Jet.

Degree: MA, Mechanical, Automotive, and Materials Engineering, 2011, National Library of Canada

 In this study, the characteristics of a round turbulent jet in the vicinity of a free surface are investigated. The results reveal that the velocity… (more)

Subjects/Keywords: Engineering; Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tian, J. (2011). Free Surface Confinement Effects on a Round Jet. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/214

Chicago Manual of Style (16th Edition):

Tian, Jiahao. “Free Surface Confinement Effects on a Round Jet.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/214.

MLA Handbook (7th Edition):

Tian, Jiahao. “Free Surface Confinement Effects on a Round Jet.” 2011. Web. 10 Dec 2019.

Vancouver:

Tian J. Free Surface Confinement Effects on a Round Jet. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/214.

Council of Science Editors:

Tian J. Free Surface Confinement Effects on a Round Jet. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/214

16. Wilson, Ian. Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 The hydrological and non-point source loading processes of the Big Creek Marsh and Big Creek Watershed were investigated in this study. The Big Creek Watershed… (more)

Subjects/Keywords: Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wilson, I. (2011). Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/98

Chicago Manual of Style (16th Edition):

Wilson, Ian. “Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/98.

MLA Handbook (7th Edition):

Wilson, Ian. “Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed.” 2011. Web. 10 Dec 2019.

Vancouver:

Wilson I. Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/98.

Council of Science Editors:

Wilson I. Modelling of Hydrological and Non-Point Source Pollution Regimes in Big Creek Watershed. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/98

17. Sassi, Abdelmonaam. Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact.

Degree: PhD, Civil and Environmental Engineering, 2011, National Library of Canada

 The primary purpose of this work is to evaluate and to improve the response of guardrail system during a lateral impact. The problem was analyzed… (more)

Subjects/Keywords: Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sassi, A. (2011). Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact. (Doctoral Dissertation). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/409

Chicago Manual of Style (16th Edition):

Sassi, Abdelmonaam. “Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact.” 2011. Doctoral Dissertation, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/409.

MLA Handbook (7th Edition):

Sassi, Abdelmonaam. “Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact.” 2011. Web. 10 Dec 2019.

Vancouver:

Sassi A. Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact. [Internet] [Doctoral dissertation]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/409.

Council of Science Editors:

Sassi A. Analysis of W-Beam Guardrail Systems Subjected to Lateral Impact. [Doctoral Dissertation]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/409

18. Huang, Le. Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 Selecting an optimum damper size for a specific cable with designed damper location is very important. An experimental study of cable vibration mitigation by using… (more)

Subjects/Keywords: Civil Engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Huang, L. (2011). Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/80

Chicago Manual of Style (16th Edition):

Huang, Le. “Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/80.

MLA Handbook (7th Edition):

Huang, Le. “Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper.” 2011. Web. 10 Dec 2019.

Vancouver:

Huang L. Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/80.

Council of Science Editors:

Huang L. Experimental Study on Bridge Stay Cable Vibration Mitigation Using External Viscous Damper. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/80

19. Koralalage, Krishanth. Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 External dampers are widely used to control vibrations of stay cables on cable-stayed bridges. In general, the estimation of the damping of a stay cable… (more)

Subjects/Keywords: Civil Engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Koralalage, K. (2011). Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/81

Chicago Manual of Style (16th Edition):

Koralalage, Krishanth. “Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/81.

MLA Handbook (7th Edition):

Koralalage, Krishanth. “Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges.” 2011. Web. 10 Dec 2019.

Vancouver:

Koralalage K. Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/81.

Council of Science Editors:

Koralalage K. Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/81

20. Dewanbabee, Halima. Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load.

Degree: MA, Civil and Environmental Engineering, 2009, National Library of Canada

 Corrosion is a major cause for buried gas pipeline failure. Current design guidelines are limited to pressure loading for assessing corroded pipeline's integrity. A few… (more)

Subjects/Keywords: Engineering; Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dewanbabee, H. (2009). Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/78

Chicago Manual of Style (16th Edition):

Dewanbabee, Halima. “Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load.” 2009. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/78.

MLA Handbook (7th Edition):

Dewanbabee, Halima. “Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load.” 2009. Web. 10 Dec 2019.

Vancouver:

Dewanbabee H. Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load. [Internet] [Masters thesis]. National Library of Canada; 2009. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/78.

Council of Science Editors:

Dewanbabee H. Behaviour of Corroded X46 Steel Pipe under Internal Pressure and Axial Load. [Masters Thesis]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/78

21. Bebawy, Mena. EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS.

Degree: PhD, Civil and Environmental Engineering, 2012, National Library of Canada

 Numerous investigations have been performed to evaluate the structural capacity and the suitability of using Fiber Reinforced Polymer (FRP) materials in stiffening or strengthening existing… (more)

Subjects/Keywords: Civil Engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bebawy, M. (2012). EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS. (Doctoral Dissertation). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/401

Chicago Manual of Style (16th Edition):

Bebawy, Mena. “EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS.” 2012. Doctoral Dissertation, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/401.

MLA Handbook (7th Edition):

Bebawy, Mena. “EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS.” 2012. Web. 10 Dec 2019.

Vancouver:

Bebawy M. EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS. [Internet] [Doctoral dissertation]. National Library of Canada; 2012. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/401.

Council of Science Editors:

Bebawy M. EFFECTIVE FIRE PROTECTION MEASURES FOR FIELD DEPLOYMENT OF FRP STRENGTHENED CONCRETE BEAMS. [Doctoral Dissertation]. National Library of Canada; 2012. Available from: http://scholar.uwindsor.ca/etd/401

22. Rafi, Abu Naim Md. Structural Behaviour of Dented Pipelines.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 A dent is a defect in the pipe wall in the form of localized inward plastic deformation. Dents are a matter of serious concern for… (more)

Subjects/Keywords: Civil Engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rafi, A. N. M. (2011). Structural Behaviour of Dented Pipelines. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/89

Chicago Manual of Style (16th Edition):

Rafi, Abu Naim Md. “Structural Behaviour of Dented Pipelines.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/89.

MLA Handbook (7th Edition):

Rafi, Abu Naim Md. “Structural Behaviour of Dented Pipelines.” 2011. Web. 10 Dec 2019.

Vancouver:

Rafi ANM. Structural Behaviour of Dented Pipelines. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/89.

Council of Science Editors:

Rafi ANM. Structural Behaviour of Dented Pipelines. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/89

23. Dahl, Jason. Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 This study examines the effect of heavy vehicles (trucks) on entry capacity of roundabouts. The movements of vehicles were observed at 11 roundabouts in Vermont,… (more)

Subjects/Keywords: Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dahl, J. (2011). Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/76

Chicago Manual of Style (16th Edition):

Dahl, Jason. “Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/76.

MLA Handbook (7th Edition):

Dahl, Jason. “Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory.” 2011. Web. 10 Dec 2019.

Vancouver:

Dahl J. Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/76.

Council of Science Editors:

Dahl J. Capacity Estimation for Roundabouts with High Truck Volume Using Gap Acceptance Theory. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/76

24. Wilbur, Patricia. Damage Identification in Reinforced Concrete Beams using Digital Image Correlation.

Degree: MA, Civil and Environmental Engineering, 2011, National Library of Canada

 The following thesis investigates the use of Digital Image Correlation (DIC) for the measurement of the vertical displacement profile of reinforced concrete beams. Furthermore, this… (more)

Subjects/Keywords: Civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wilbur, P. (2011). Damage Identification in Reinforced Concrete Beams using Digital Image Correlation. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/97

Chicago Manual of Style (16th Edition):

Wilbur, Patricia. “Damage Identification in Reinforced Concrete Beams using Digital Image Correlation.” 2011. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/97.

MLA Handbook (7th Edition):

Wilbur, Patricia. “Damage Identification in Reinforced Concrete Beams using Digital Image Correlation.” 2011. Web. 10 Dec 2019.

Vancouver:

Wilbur P. Damage Identification in Reinforced Concrete Beams using Digital Image Correlation. [Internet] [Masters thesis]. National Library of Canada; 2011. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/97.

Council of Science Editors:

Wilbur P. Damage Identification in Reinforced Concrete Beams using Digital Image Correlation. [Masters Thesis]. National Library of Canada; 2011. Available from: http://scholar.uwindsor.ca/etd/97

25. Yousif, Ruoah. Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading.

Degree: MA, Civil and Environmental Engineering, 2009, National Library of Canada

 Piles are used in many engineering applications especially when we have weak soil that cannot support the proposed structure, also when we have a scour… (more)

Subjects/Keywords: Engineering; Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yousif, R. (2009). Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading. (Masters Thesis). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/99

Chicago Manual of Style (16th Edition):

Yousif, Ruoah. “Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading.” 2009. Masters Thesis, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/99.

MLA Handbook (7th Edition):

Yousif, Ruoah. “Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading.” 2009. Web. 10 Dec 2019.

Vancouver:

Yousif R. Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading. [Internet] [Masters thesis]. National Library of Canada; 2009. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/99.

Council of Science Editors:

Yousif R. Reliability of Serviceability and Strength of Deep Foundations Embedded in (p-y) Sand Below Water Table Subjected to Lateral Cyclic Loading. [Masters Thesis]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/99

26. Singha, Arindam. Shallow wake in open channel flow - a look into the vertical variability.

Degree: PhD, Mechanical, Automotive, and Materials Engineering, 2009, National Library of Canada

 The vertical variability of a typical wake behind a bluff body in an open channel flow has been investigated. The focus of the study was… (more)

Subjects/Keywords: Engineering; Civil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Singha, A. (2009). Shallow wake in open channel flow - a look into the vertical variability. (Doctoral Dissertation). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/466

Chicago Manual of Style (16th Edition):

Singha, Arindam. “Shallow wake in open channel flow - a look into the vertical variability.” 2009. Doctoral Dissertation, National Library of Canada. Accessed December 10, 2019. http://scholar.uwindsor.ca/etd/466.

MLA Handbook (7th Edition):

Singha, Arindam. “Shallow wake in open channel flow - a look into the vertical variability.” 2009. Web. 10 Dec 2019.

Vancouver:

Singha A. Shallow wake in open channel flow - a look into the vertical variability. [Internet] [Doctoral dissertation]. National Library of Canada; 2009. [cited 2019 Dec 10]. Available from: http://scholar.uwindsor.ca/etd/466.

Council of Science Editors:

Singha A. Shallow wake in open channel flow - a look into the vertical variability. [Doctoral Dissertation]. National Library of Canada; 2009. Available from: http://scholar.uwindsor.ca/etd/466


McGill University

27. Balh, Nisreen. Development of seismic design provisions for steel sheathed shear walls.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 2010, McGill University

Seismic design provisions for cold-formed steel sheathed (CFS) shear walls are not available in the NBCC or in the CSA-S136 Standard. This limits engineers in… (more)

Subjects/Keywords: Engineering - Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Balh, N. (2010). Development of seismic design provisions for steel sheathed shear walls. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile86724.pdf

Chicago Manual of Style (16th Edition):

Balh, Nisreen. “Development of seismic design provisions for steel sheathed shear walls.” 2010. Masters Thesis, McGill University. Accessed December 10, 2019. http://digitool.library.mcgill.ca/thesisfile86724.pdf.

MLA Handbook (7th Edition):

Balh, Nisreen. “Development of seismic design provisions for steel sheathed shear walls.” 2010. Web. 10 Dec 2019.

Vancouver:

Balh N. Development of seismic design provisions for steel sheathed shear walls. [Internet] [Masters thesis]. McGill University; 2010. [cited 2019 Dec 10]. Available from: http://digitool.library.mcgill.ca/thesisfile86724.pdf.

Council of Science Editors:

Balh N. Development of seismic design provisions for steel sheathed shear walls. [Masters Thesis]. McGill University; 2010. Available from: http://digitool.library.mcgill.ca/thesisfile86724.pdf


McGill University

28. Luu, Tuan Anh. Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 2010, McGill University

This thesis presents the development of an experimental methodology to determine the fluid transport characteristics of geomaterials whether they are homogenous or inhomogeneous and directionally… (more)

Subjects/Keywords: Engineering - Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Luu, T. A. (2010). Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile86721.pdf

Chicago Manual of Style (16th Edition):

Luu, Tuan Anh. “Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies.” 2010. Masters Thesis, McGill University. Accessed December 10, 2019. http://digitool.library.mcgill.ca/thesisfile86721.pdf.

MLA Handbook (7th Edition):

Luu, Tuan Anh. “Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies.” 2010. Web. 10 Dec 2019.

Vancouver:

Luu TA. Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies. [Internet] [Masters thesis]. McGill University; 2010. [cited 2019 Dec 10]. Available from: http://digitool.library.mcgill.ca/thesisfile86721.pdf.

Council of Science Editors:

Luu TA. Anisotropic permeability characteristics of Indiana Limestone: experimental and computational studies. [Masters Thesis]. McGill University; 2010. Available from: http://digitool.library.mcgill.ca/thesisfile86721.pdf


McGill University

29. Mirshafiei, Farshad. Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding.

Degree: M. Eng., Department of Civil Engineering & Applied Mechanics, 2011, McGill University

In cold climate regions, overhead transmission lines are prone to atmospheric icing which can be a source of several dynamic effects. The work presented in… (more)

Subjects/Keywords: Engineering - Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mirshafiei, F. (2011). Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile97198.pdf

Chicago Manual of Style (16th Edition):

Mirshafiei, Farshad. “Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding.” 2011. Masters Thesis, McGill University. Accessed December 10, 2019. http://digitool.library.mcgill.ca/thesisfile97198.pdf.

MLA Handbook (7th Edition):

Mirshafiei, Farshad. “Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding.” 2011. Web. 10 Dec 2019.

Vancouver:

Mirshafiei F. Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding. [Internet] [Masters thesis]. McGill University; 2011. [cited 2019 Dec 10]. Available from: http://digitool.library.mcgill.ca/thesisfile97198.pdf.

Council of Science Editors:

Mirshafiei F. Modelling the dynamic response of overhead line conductors subjected to shock-induced ice shedding. [Masters Thesis]. McGill University; 2011. Available from: http://digitool.library.mcgill.ca/thesisfile97198.pdf


McGill University

30. Selvadurai, Paul Antony. Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results.

Degree: M. Eng., Department of Civil Engineering & Applied Mechanics, 2010, McGill University

This thesis describes the experimental configuration and theoretical and computational techniques used to estimate the surface permeability of Indiana Limestone. The experimental procedure involves the… (more)

Subjects/Keywords: Engineering - Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Selvadurai, P. A. (2010). Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile94979.pdf

Chicago Manual of Style (16th Edition):

Selvadurai, Paul Antony. “Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results.” 2010. Masters Thesis, McGill University. Accessed December 10, 2019. http://digitool.library.mcgill.ca/thesisfile94979.pdf.

MLA Handbook (7th Edition):

Selvadurai, Paul Antony. “Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results.” 2010. Web. 10 Dec 2019.

Vancouver:

Selvadurai PA. Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results. [Internet] [Masters thesis]. McGill University; 2010. [cited 2019 Dec 10]. Available from: http://digitool.library.mcgill.ca/thesisfile94979.pdf.

Council of Science Editors:

Selvadurai PA. Permeability of Indiana limestone: experiments and theoretical concepts for interpretation of results. [Masters Thesis]. McGill University; 2010. Available from: http://digitool.library.mcgill.ca/thesisfile94979.pdf

[1] [2] [3] [4] [5] … [72]

.