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Degree: ME

You searched for subject:( mechanics). Showing records 1 – 18 of 18 total matches.

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McMaster University

1. Badiuzzaman, Mohammed. Design Optimization of Coke Pusher Ram.

Degree: ME, 1969, McMaster University

Master of Engineering (ME) Advisors/Committee Members: Siddall, J. N., Mechanical Design.

Subjects/Keywords: Mechanical Design; Applied Mechanics; Computer-Aided Engineering and Design; Mechanical Engineering; Applied Mechanics

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APA (6th Edition):

Badiuzzaman, M. (1969). Design Optimization of Coke Pusher Ram. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/13215

Chicago Manual of Style (16th Edition):

Badiuzzaman, Mohammed. “Design Optimization of Coke Pusher Ram.” 1969. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/13215.

MLA Handbook (7th Edition):

Badiuzzaman, Mohammed. “Design Optimization of Coke Pusher Ram.” 1969. Web. 22 Oct 2019.

Vancouver:

Badiuzzaman M. Design Optimization of Coke Pusher Ram. [Internet] [Masters thesis]. McMaster University; 1969. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/13215.

Council of Science Editors:

Badiuzzaman M. Design Optimization of Coke Pusher Ram. [Masters Thesis]. McMaster University; 1969. Available from: http://hdl.handle.net/11375/13215


University of Colorado

2. Bellucci, Justin Thomas. Model Development and Experimental Validation of Pressure Independent Hydronic Circuits.

Degree: ME, Civil, Environmental & Architectural Engineering, 2012, University of Colorado

  Computer modeling is quickly becoming a more accessible method to evaluate the performance of complex building systems, due in part to the recent advance… (more)

Subjects/Keywords: hydronic flow; buildings; delta-T degradation; cooling; coils; Civil Engineering; Engineering Mechanics

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APA (6th Edition):

Bellucci, J. T. (2012). Model Development and Experimental Validation of Pressure Independent Hydronic Circuits. (Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/cven_gradetds/20

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

Chicago Manual of Style (16th Edition):

Bellucci, Justin Thomas. “Model Development and Experimental Validation of Pressure Independent Hydronic Circuits.” 2012. Thesis, University of Colorado. Accessed October 22, 2019. http://scholar.colorado.edu/cven_gradetds/20.

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

MLA Handbook (7th Edition):

Bellucci, Justin Thomas. “Model Development and Experimental Validation of Pressure Independent Hydronic Circuits.” 2012. Web. 22 Oct 2019.

Vancouver:

Bellucci JT. Model Development and Experimental Validation of Pressure Independent Hydronic Circuits. [Internet] [Thesis]. University of Colorado; 2012. [cited 2019 Oct 22]. Available from: http://scholar.colorado.edu/cven_gradetds/20.

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

Council of Science Editors:

Bellucci JT. Model Development and Experimental Validation of Pressure Independent Hydronic Circuits. [Thesis]. University of Colorado; 2012. Available from: http://scholar.colorado.edu/cven_gradetds/20

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


McMaster University

3. Matchett, David. Potential Solubility of Waste Materials.

Degree: ME, 1982, McMaster University

A standard solubility test can be used to assess the potential hazard associated with a wide variety of industrial wastes. This test will provide… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Matchett, D. (1982). Potential Solubility of Waste Materials. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7671

Chicago Manual of Style (16th Edition):

Matchett, David. “Potential Solubility of Waste Materials.” 1982. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7671.

MLA Handbook (7th Edition):

Matchett, David. “Potential Solubility of Waste Materials.” 1982. Web. 22 Oct 2019.

Vancouver:

Matchett D. Potential Solubility of Waste Materials. [Internet] [Masters thesis]. McMaster University; 1982. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7671.

Council of Science Editors:

Matchett D. Potential Solubility of Waste Materials. [Masters Thesis]. McMaster University; 1982. Available from: http://hdl.handle.net/11375/7671


McMaster University

4. Main, Mein William. Design of Sanitary Sewer Systems by Dynamic Programming.

Degree: ME, 1975, McMaster University

The project report examines the design criteria and procedures currently used in the design of sanitary sewer systems. A review of literature concentrates on… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Main, M. W. (1975). Design of Sanitary Sewer Systems by Dynamic Programming. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7339

Chicago Manual of Style (16th Edition):

Main, Mein William. “Design of Sanitary Sewer Systems by Dynamic Programming.” 1975. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7339.

MLA Handbook (7th Edition):

Main, Mein William. “Design of Sanitary Sewer Systems by Dynamic Programming.” 1975. Web. 22 Oct 2019.

Vancouver:

Main MW. Design of Sanitary Sewer Systems by Dynamic Programming. [Internet] [Masters thesis]. McMaster University; 1975. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7339.

Council of Science Editors:

Main MW. Design of Sanitary Sewer Systems by Dynamic Programming. [Masters Thesis]. McMaster University; 1975. Available from: http://hdl.handle.net/11375/7339


McMaster University

5. Ma, Ping Kock. Inelastic Analysis of Composite Beams with Partial Connection.

Degree: ME, 1973, McMaster University

The project aims at developing a method to be used for the inelastic analysis of single span composite beams. As an integral part of… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Ma, P. K. (1973). Inelastic Analysis of Composite Beams with Partial Connection. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7378

Chicago Manual of Style (16th Edition):

Ma, Ping Kock. “Inelastic Analysis of Composite Beams with Partial Connection.” 1973. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7378.

MLA Handbook (7th Edition):

Ma, Ping Kock. “Inelastic Analysis of Composite Beams with Partial Connection.” 1973. Web. 22 Oct 2019.

Vancouver:

Ma PK. Inelastic Analysis of Composite Beams with Partial Connection. [Internet] [Masters thesis]. McMaster University; 1973. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7378.

Council of Science Editors:

Ma PK. Inelastic Analysis of Composite Beams with Partial Connection. [Masters Thesis]. McMaster University; 1973. Available from: http://hdl.handle.net/11375/7378


McMaster University

6. Masour, Halim Magdi. Theoretical Analysis of T-Joints in Hollow Structural Sections.

Degree: ME, 1978, McMaster University

A research program is presented to analyse the behaviour of the T-joints between square (or rectangular) HSS in the elastic range. An attempt was… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Masour, H. M. (1978). Theoretical Analysis of T-Joints in Hollow Structural Sections. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7408

Chicago Manual of Style (16th Edition):

Masour, Halim Magdi. “Theoretical Analysis of T-Joints in Hollow Structural Sections.” 1978. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7408.

MLA Handbook (7th Edition):

Masour, Halim Magdi. “Theoretical Analysis of T-Joints in Hollow Structural Sections.” 1978. Web. 22 Oct 2019.

Vancouver:

Masour HM. Theoretical Analysis of T-Joints in Hollow Structural Sections. [Internet] [Masters thesis]. McMaster University; 1978. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7408.

Council of Science Editors:

Masour HM. Theoretical Analysis of T-Joints in Hollow Structural Sections. [Masters Thesis]. McMaster University; 1978. Available from: http://hdl.handle.net/11375/7408


McMaster University

7. El-Sharnouby, Bahaa. Modelling a Foundation of Grade 4 by the Finite Element Method.

Degree: ME, 1980, McMaster University

In any given health care system where the incidence of disease is high and the outcome poor, the process of care should be examined… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

El-Sharnouby, B. (1980). Modelling a Foundation of Grade 4 by the Finite Element Method. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7457

Chicago Manual of Style (16th Edition):

El-Sharnouby, Bahaa. “Modelling a Foundation of Grade 4 by the Finite Element Method.” 1980. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7457.

MLA Handbook (7th Edition):

El-Sharnouby, Bahaa. “Modelling a Foundation of Grade 4 by the Finite Element Method.” 1980. Web. 22 Oct 2019.

Vancouver:

El-Sharnouby B. Modelling a Foundation of Grade 4 by the Finite Element Method. [Internet] [Masters thesis]. McMaster University; 1980. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7457.

Council of Science Editors:

El-Sharnouby B. Modelling a Foundation of Grade 4 by the Finite Element Method. [Masters Thesis]. McMaster University; 1980. Available from: http://hdl.handle.net/11375/7457


McMaster University

8. Chan, Ngai Shing David. Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings.

Degree: ME, 1981, McMaster University

The object of this investigation is to establish a method of determining the locus of centres of rigidity of an asymmetric multi-story building structure,… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Chan, N. S. D. (1981). Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7588

Chicago Manual of Style (16th Edition):

Chan, Ngai Shing David. “Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings.” 1981. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7588.

MLA Handbook (7th Edition):

Chan, Ngai Shing David. “Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings.” 1981. Web. 22 Oct 2019.

Vancouver:

Chan NSD. Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings. [Internet] [Masters thesis]. McMaster University; 1981. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7588.

Council of Science Editors:

Chan NSD. Centre of Rigidity Concept and its Application to the Static and Dynamic Analysis of Multi-Story Buildings. [Masters Thesis]. McMaster University; 1981. Available from: http://hdl.handle.net/11375/7588


McMaster University

9. Patil, Shirish P. Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking.

Degree: ME, 1981, McMaster University

In seismic analysis of buildings it is usual to consider planar models along each of the two principal axes, and to independently analyze the… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Patil, S. P. (1981). Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7620

Chicago Manual of Style (16th Edition):

Patil, Shirish P. “Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking.” 1981. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7620.

MLA Handbook (7th Edition):

Patil, Shirish P. “Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking.” 1981. Web. 22 Oct 2019.

Vancouver:

Patil SP. Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking. [Internet] [Masters thesis]. McMaster University; 1981. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7620.

Council of Science Editors:

Patil SP. Coupled Lateral Torsional Response of One-Story Buildings to Ground Shaking. [Masters Thesis]. McMaster University; 1981. Available from: http://hdl.handle.net/11375/7620


McMaster University

10. Sadek, Amr W. Nonlinear Response of Torsionally Coupled Structures.

Degree: ME, 1980, McMaster University

Very little research has been done on the nonlinear response of asymmetric structures although real buildings may undergo plastic deformations in response to strong… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

Sadek, A. W. (1980). Nonlinear Response of Torsionally Coupled Structures. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7650

Chicago Manual of Style (16th Edition):

Sadek, Amr W. “Nonlinear Response of Torsionally Coupled Structures.” 1980. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7650.

MLA Handbook (7th Edition):

Sadek, Amr W. “Nonlinear Response of Torsionally Coupled Structures.” 1980. Web. 22 Oct 2019.

Vancouver:

Sadek AW. Nonlinear Response of Torsionally Coupled Structures. [Internet] [Masters thesis]. McMaster University; 1980. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7650.

Council of Science Editors:

Sadek AW. Nonlinear Response of Torsionally Coupled Structures. [Masters Thesis]. McMaster University; 1980. Available from: http://hdl.handle.net/11375/7650


McMaster University

11. El-hifnawy, Laila. Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint.

Degree: ME, 1980, McMaster University

A research program is presented to analyze the behaviour of rectangular hollow section (RHS) T-joints in the elasto-plastic range of loading. An attempt was… (more)

Subjects/Keywords: Civil Engineering; Engineering Mechanics; Civil Engineering

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APA (6th Edition):

El-hifnawy, L. (1980). Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/7660

Chicago Manual of Style (16th Edition):

El-hifnawy, Laila. “Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint.” 1980. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/7660.

MLA Handbook (7th Edition):

El-hifnawy, Laila. “Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint.” 1980. Web. 22 Oct 2019.

Vancouver:

El-hifnawy L. Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint. [Internet] [Masters thesis]. McMaster University; 1980. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/7660.

Council of Science Editors:

El-hifnawy L. Elasto-Plastic Finite Element Analysis of Rectangular Hollow Section T-Joint. [Masters Thesis]. McMaster University; 1980. Available from: http://hdl.handle.net/11375/7660


Clemson University

12. Osborn, Jonathan. Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment.

Degree: ME, Mechanical Engineering, 2009, Clemson University

 This thesis investigates the best practices of fifteen existing Concurrent Engineering Environments (CEE). A CEE is defined as any environment, from physical to virtual, designed… (more)

Subjects/Keywords: Concurrent; Design; Engineering; Enviroment; Integration; System; Engineering Mechanics

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APA (6th Edition):

Osborn, J. (2009). Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/635

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

Chicago Manual of Style (16th Edition):

Osborn, Jonathan. “Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment.” 2009. Thesis, Clemson University. Accessed October 22, 2019. https://tigerprints.clemson.edu/all_theses/635.

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

MLA Handbook (7th Edition):

Osborn, Jonathan. “Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment.” 2009. Web. 22 Oct 2019.

Vancouver:

Osborn J. Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment. [Internet] [Thesis]. Clemson University; 2009. [cited 2019 Oct 22]. Available from: https://tigerprints.clemson.edu/all_theses/635.

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

Council of Science Editors:

Osborn J. Survey of Concurrent Engineering Environments and the Application of Best Practices towards the Development of a Multiple Industry, Multiple Domain Environment. [Thesis]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_theses/635

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


University of Colorado

13. Kaufman, Yevgeniy. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.

Degree: ME, 2012, University of Colorado

  In this comparative study of RVEs, a DEM code ELLIP3D is utilized to simulate quartz sand in triaxial compression tests with particle assemblies attained… (more)

Subjects/Keywords: bilinear elasto-plasticity; discrete element modeling; distinct element modeling; granular materials; representative volume element; soil fabric; Engineering Mechanics; Geotechnical Engineering

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APA (6th Edition):

Kaufman, Y. (2012). The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. (Thesis). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/283

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

Chicago Manual of Style (16th Edition):

Kaufman, Yevgeniy. “The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.” 2012. Thesis, University of Colorado. Accessed October 22, 2019. https://scholar.colorado.edu/cven_gradetds/283.

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

MLA Handbook (7th Edition):

Kaufman, Yevgeniy. “The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies.” 2012. Web. 22 Oct 2019.

Vancouver:

Kaufman Y. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. [Internet] [Thesis]. University of Colorado; 2012. [cited 2019 Oct 22]. Available from: https://scholar.colorado.edu/cven_gradetds/283.

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

Council of Science Editors:

Kaufman Y. The Influence of Representative Volume Element Size, Soil Fabric, and Interparticle Elasto-Plasticity in Three-Dimensional Ellipsoidal Discrete Element Modeling of Granular Assemblies. [Thesis]. University of Colorado; 2012. Available from: https://scholar.colorado.edu/cven_gradetds/283

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


McMaster University

14. Chung, Kit Man Peter. Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation.

Degree: ME, 1981, McMaster University

Various analytical methods for studying the behaviour of shallow conical shells on Euler-Winkler elastic foundation are presented. To account for the nature of concrete… (more)

Subjects/Keywords: civil engineering; engineering mechanics; bending moment; deformation; conical shell; Euler-Winkler elastic foundation

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APA (6th Edition):

Chung, K. M. P. (1981). Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17453

Chicago Manual of Style (16th Edition):

Chung, Kit Man Peter. “Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation.” 1981. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/17453.

MLA Handbook (7th Edition):

Chung, Kit Man Peter. “Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation.” 1981. Web. 22 Oct 2019.

Vancouver:

Chung KMP. Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation. [Internet] [Masters thesis]. McMaster University; 1981. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/17453.

Council of Science Editors:

Chung KMP. Bending Moments and Deformations of Conical Shell on Euler-Winkler Elastic Foundation. [Masters Thesis]. McMaster University; 1981. Available from: http://hdl.handle.net/11375/17453


Clemson University

15. Vimalanathan, Srinivasan. An Investigation on Spot-Weld Modeling Complexity for Crash Simulation.

Degree: ME, Mechanical Engineering, 2008, Clemson University

 In order to design car body structures which are safe during crash, modern automotive manufacturers perform both full-scale experimental crash tests and computer simulation of… (more)

Subjects/Keywords: Crash; Frontal Rail; Mesh Independent; Reverse Engineering; Spot Weld; Engineering Mechanics

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APA (6th Edition):

Vimalanathan, S. (2008). An Investigation on Spot-Weld Modeling Complexity for Crash Simulation. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/526

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

Chicago Manual of Style (16th Edition):

Vimalanathan, Srinivasan. “An Investigation on Spot-Weld Modeling Complexity for Crash Simulation.” 2008. Thesis, Clemson University. Accessed October 22, 2019. https://tigerprints.clemson.edu/all_theses/526.

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

MLA Handbook (7th Edition):

Vimalanathan, Srinivasan. “An Investigation on Spot-Weld Modeling Complexity for Crash Simulation.” 2008. Web. 22 Oct 2019.

Vancouver:

Vimalanathan S. An Investigation on Spot-Weld Modeling Complexity for Crash Simulation. [Internet] [Thesis]. Clemson University; 2008. [cited 2019 Oct 22]. Available from: https://tigerprints.clemson.edu/all_theses/526.

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

Council of Science Editors:

Vimalanathan S. An Investigation on Spot-Weld Modeling Complexity for Crash Simulation. [Thesis]. Clemson University; 2008. Available from: https://tigerprints.clemson.edu/all_theses/526

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


Clemson University

16. Demir, Tugba. Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors.

Degree: ME, Mechanical Engineering, 2009, Clemson University

 Estimating the concentration of gases including carbon monoxide (CO) in the hydrogen fuel exiting the reformer and entering the fuel cell is imperative. A high… (more)

Subjects/Keywords: CO adsorption; gas sensor; microcantilever; resonance frequency; zeolite; Engineering Mechanics

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APA (6th Edition):

Demir, T. (2009). Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/740

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

Chicago Manual of Style (16th Edition):

Demir, Tugba. “Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors.” 2009. Thesis, Clemson University. Accessed October 22, 2019. https://tigerprints.clemson.edu/all_theses/740.

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

MLA Handbook (7th Edition):

Demir, Tugba. “Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors.” 2009. Web. 22 Oct 2019.

Vancouver:

Demir T. Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors. [Internet] [Thesis]. Clemson University; 2009. [cited 2019 Oct 22]. Available from: https://tigerprints.clemson.edu/all_theses/740.

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

Council of Science Editors:

Demir T. Monitoring CO Concentration in Fuel Cells Using Microcantilever Sensors. [Thesis]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_theses/740

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


McMaster University

17. Krzywicki, Henry. The Determination and Analysis of Deformations in a Soil Under Dynamic Loading.

Degree: ME, 1964, McMaster University

This Thesis describes a method for determining and analysing the deformations in peat caused by a driven rigid wheel. Markers were placed in the… (more)

Subjects/Keywords: deformation; soil; dynamic loading; deformation analysis; soil mechanics; slope stability

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

APA (6th Edition):

Krzywicki, H. (1964). The Determination and Analysis of Deformations in a Soil Under Dynamic Loading. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/18394

Chicago Manual of Style (16th Edition):

Krzywicki, Henry. “The Determination and Analysis of Deformations in a Soil Under Dynamic Loading.” 1964. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/18394.

MLA Handbook (7th Edition):

Krzywicki, Henry. “The Determination and Analysis of Deformations in a Soil Under Dynamic Loading.” 1964. Web. 22 Oct 2019.

Vancouver:

Krzywicki H. The Determination and Analysis of Deformations in a Soil Under Dynamic Loading. [Internet] [Masters thesis]. McMaster University; 1964. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/18394.

Council of Science Editors:

Krzywicki H. The Determination and Analysis of Deformations in a Soil Under Dynamic Loading. [Masters Thesis]. McMaster University; 1964. Available from: http://hdl.handle.net/11375/18394


McMaster University

18. Jiang, Jianping. Analysis of reinforced and prestressed concrete slabs by finite element method.

Degree: ME, 1985, McMaster University

The finite element model, which includes the bond slip, dowel action and the tension stiffening effects in reinforced and prestressed concrete slabs, has been… (more)

Subjects/Keywords: Civil Engineering and Engineering Mechanics; Civil Engineering; Other Mechanical Engineering; Civil Engineering

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

APA (6th Edition):

Jiang, J. (1985). Analysis of reinforced and prestressed concrete slabs by finite element method. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/12094

Chicago Manual of Style (16th Edition):

Jiang, Jianping. “Analysis of reinforced and prestressed concrete slabs by finite element method.” 1985. Masters Thesis, McMaster University. Accessed October 22, 2019. http://hdl.handle.net/11375/12094.

MLA Handbook (7th Edition):

Jiang, Jianping. “Analysis of reinforced and prestressed concrete slabs by finite element method.” 1985. Web. 22 Oct 2019.

Vancouver:

Jiang J. Analysis of reinforced and prestressed concrete slabs by finite element method. [Internet] [Masters thesis]. McMaster University; 1985. [cited 2019 Oct 22]. Available from: http://hdl.handle.net/11375/12094.

Council of Science Editors:

Jiang J. Analysis of reinforced and prestressed concrete slabs by finite element method. [Masters Thesis]. McMaster University; 1985. Available from: http://hdl.handle.net/11375/12094

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