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You searched for subject:( floors ). Showing records 1 – 30 of 407 total matches.

[1] [2] [3] [4] [5] … [14]

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Oregon State University

1. Polensek, Anton. Frequency analysis of timber-joist floors.

Degree: MS, Civil Engineering, 1968, Oregon State University

Subjects/Keywords: Floors

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APA (6th Edition):

Polensek, A. (1968). Frequency analysis of timber-joist floors. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/28149

Chicago Manual of Style (16th Edition):

Polensek, Anton. “Frequency analysis of timber-joist floors.” 1968. Masters Thesis, Oregon State University. Accessed January 19, 2020. http://hdl.handle.net/1957/28149.

MLA Handbook (7th Edition):

Polensek, Anton. “Frequency analysis of timber-joist floors.” 1968. Web. 19 Jan 2020.

Vancouver:

Polensek A. Frequency analysis of timber-joist floors. [Internet] [Masters thesis]. Oregon State University; 1968. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1957/28149.

Council of Science Editors:

Polensek A. Frequency analysis of timber-joist floors. [Masters Thesis]. Oregon State University; 1968. Available from: http://hdl.handle.net/1957/28149


Michigan State University

2. Waltz, Carlyle C. A test of the IPAN floor in flexture.

Degree: B.S., 1932, Michigan State University

Subjects/Keywords: Floors

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APA (6th Edition):

Waltz, C. C. (1932). A test of the IPAN floor in flexture. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:13718

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):

Waltz, Carlyle C. “A test of the IPAN floor in flexture.” 1932. Thesis, Michigan State University. Accessed January 19, 2020. http://etd.lib.msu.edu/islandora/object/etd:13718.

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

MLA Handbook (7th Edition):

Waltz, Carlyle C. “A test of the IPAN floor in flexture.” 1932. Web. 19 Jan 2020.

Vancouver:

Waltz CC. A test of the IPAN floor in flexture. [Internet] [Thesis]. Michigan State University; 1932. [cited 2020 Jan 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:13718.

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

Council of Science Editors:

Waltz CC. A test of the IPAN floor in flexture. [Thesis]. Michigan State University; 1932. Available from: http://etd.lib.msu.edu/islandora/object/etd:13718

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


Michigan State University

3. Smith, Maxwell P. A study of composition flooring.

Degree: B.S., 1926, Michigan State University

Subjects/Keywords: Floors

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APA (6th Edition):

Smith, M. P. (1926). A study of composition flooring. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:8531

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):

Smith, Maxwell P. “A study of composition flooring.” 1926. Thesis, Michigan State University. Accessed January 19, 2020. http://etd.lib.msu.edu/islandora/object/etd:8531.

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

MLA Handbook (7th Edition):

Smith, Maxwell P. “A study of composition flooring.” 1926. Web. 19 Jan 2020.

Vancouver:

Smith MP. A study of composition flooring. [Internet] [Thesis]. Michigan State University; 1926. [cited 2020 Jan 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:8531.

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

Council of Science Editors:

Smith MP. A study of composition flooring. [Thesis]. Michigan State University; 1926. Available from: http://etd.lib.msu.edu/islandora/object/etd:8531

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


Michigan State University

4. Holder, Mary Elizabeth. A study of floors in food service areas on a college campus.

Degree: MS, 1949, Michigan State University

Subjects/Keywords: Floors

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APA (6th Edition):

Holder, M. E. (1949). A study of floors in food service areas on a college campus. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:11300

Chicago Manual of Style (16th Edition):

Holder, Mary Elizabeth. “A study of floors in food service areas on a college campus.” 1949. Masters Thesis, Michigan State University. Accessed January 19, 2020. http://etd.lib.msu.edu/islandora/object/etd:11300.

MLA Handbook (7th Edition):

Holder, Mary Elizabeth. “A study of floors in food service areas on a college campus.” 1949. Web. 19 Jan 2020.

Vancouver:

Holder ME. A study of floors in food service areas on a college campus. [Internet] [Masters thesis]. Michigan State University; 1949. [cited 2020 Jan 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:11300.

Council of Science Editors:

Holder ME. A study of floors in food service areas on a college campus. [Masters Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:11300


University of Johannesburg

5. Van der Merwe, Elizabeth Maria. Behaviour of floor joint edges under hard-wheeled loads.

Degree: 2012, University of Johannesburg

M.Ing.

This research project was initiated by a well-known international company (MAKRO SA), which had experienced floor joint problems occurring in their industrial floors. Floor… (more)

Subjects/Keywords: Floors, Concrete - Design and construction.; Industrial buildings - Floors - Design and construction.; Floors, Concrete - Joints.; Industrial buildings - Floors - Joints.; Subsoils.

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APA (6th Edition):

Van der Merwe, E. M. (2012). Behaviour of floor joint edges under hard-wheeled loads. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/5843

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):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Thesis, University of Johannesburg. Accessed January 19, 2020. http://hdl.handle.net/10210/5843.

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

MLA Handbook (7th Edition):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Web. 19 Jan 2020.

Vancouver:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10210/5843.

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

Council of Science Editors:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/5843

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


University of British Columbia

6. Gupta, Ashwani. Reliability of floors under impact vibration .

Degree: 1985, University of British Columbia

 Floor vibration is a serviceability limit state problem as opposed to limit state of collapse. People find excessive vibrations annoying and it leads to unacceptable… (more)

Subjects/Keywords: Floors - Vibration

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APA (6th Edition):

Gupta, A. (1985). Reliability of floors under impact vibration . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/25098

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):

Gupta, Ashwani. “Reliability of floors under impact vibration .” 1985. Thesis, University of British Columbia. Accessed January 19, 2020. http://hdl.handle.net/2429/25098.

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

MLA Handbook (7th Edition):

Gupta, Ashwani. “Reliability of floors under impact vibration .” 1985. Web. 19 Jan 2020.

Vancouver:

Gupta A. Reliability of floors under impact vibration . [Internet] [Thesis]. University of British Columbia; 1985. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2429/25098.

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

Council of Science Editors:

Gupta A. Reliability of floors under impact vibration . [Thesis]. University of British Columbia; 1985. Available from: http://hdl.handle.net/2429/25098

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


Oregon State University

7. Polensek, Anton. Static and dynamic analysis of wood-joist floors by the finite element method.

Degree: PhD, Civil Engineering, 1972, Oregon State University

 The conventional method for structural design of wood-joist floors is over-simplified and often results in stronger and stiffer floors than necessary. There is also a… (more)

Subjects/Keywords: Floors; Wooden

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APA (6th Edition):

Polensek, A. (1972). Static and dynamic analysis of wood-joist floors by the finite element method. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/44841

Chicago Manual of Style (16th Edition):

Polensek, Anton. “Static and dynamic analysis of wood-joist floors by the finite element method.” 1972. Doctoral Dissertation, Oregon State University. Accessed January 19, 2020. http://hdl.handle.net/1957/44841.

MLA Handbook (7th Edition):

Polensek, Anton. “Static and dynamic analysis of wood-joist floors by the finite element method.” 1972. Web. 19 Jan 2020.

Vancouver:

Polensek A. Static and dynamic analysis of wood-joist floors by the finite element method. [Internet] [Doctoral dissertation]. Oregon State University; 1972. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1957/44841.

Council of Science Editors:

Polensek A. Static and dynamic analysis of wood-joist floors by the finite element method. [Doctoral Dissertation]. Oregon State University; 1972. Available from: http://hdl.handle.net/1957/44841


Western Carolina University

8. Ellis, Joshua Lee. Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species.

Degree: 2011, Western Carolina University

 The purpose of this research was to compare two different types of wood filler (commonly known as wood putty) with respect to fill capability and… (more)

Subjects/Keywords: Fillers (Materials); Floors, Wooden; Putty

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APA (6th Edition):

Ellis, J. L. (2011). Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species. (Masters Thesis). Western Carolina University. Retrieved from http://libres.uncg.edu/ir/listing.aspx?styp=ti&id=8913

Chicago Manual of Style (16th Edition):

Ellis, Joshua Lee. “Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species.” 2011. Masters Thesis, Western Carolina University. Accessed January 19, 2020. http://libres.uncg.edu/ir/listing.aspx?styp=ti&id=8913.

MLA Handbook (7th Edition):

Ellis, Joshua Lee. “Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species.” 2011. Web. 19 Jan 2020.

Vancouver:

Ellis JL. Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species. [Internet] [Masters thesis]. Western Carolina University; 2011. [cited 2020 Jan 19]. Available from: http://libres.uncg.edu/ir/listing.aspx?styp=ti&id=8913.

Council of Science Editors:

Ellis JL. Comparison of two wood filler types with respect to relative shrinkage across variations in temperature, in humidity, and within wood species. [Masters Thesis]. Western Carolina University; 2011. Available from: http://libres.uncg.edu/ir/listing.aspx?styp=ti&id=8913


University of Technology, Sydney

9. Rijal, Rajendra. Dynamic performance of timber and timber-concrete composite flooring systems.

Degree: 2013, University of Technology, Sydney

 In recent years, there has been an increasing trend in Australia and New Zealand towards the use of long-span timber and timber-concrete composite (TCC) flooring… (more)

Subjects/Keywords: Timber-concrete composite floors.; Timber floors.; Dynamic performance.

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APA (6th Edition):

Rijal, R. (2013). Dynamic performance of timber and timber-concrete composite flooring systems. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/21821

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):

Rijal, Rajendra. “Dynamic performance of timber and timber-concrete composite flooring systems.” 2013. Thesis, University of Technology, Sydney. Accessed January 19, 2020. http://hdl.handle.net/10453/21821.

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

MLA Handbook (7th Edition):

Rijal, Rajendra. “Dynamic performance of timber and timber-concrete composite flooring systems.” 2013. Web. 19 Jan 2020.

Vancouver:

Rijal R. Dynamic performance of timber and timber-concrete composite flooring systems. [Internet] [Thesis]. University of Technology, Sydney; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10453/21821.

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

Council of Science Editors:

Rijal R. Dynamic performance of timber and timber-concrete composite flooring systems. [Thesis]. University of Technology, Sydney; 2013. Available from: http://hdl.handle.net/10453/21821

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


University of Hong Kong

10. 陳國煌; Chan, Kwok-wong. Analysis of curved bridge decks.

Degree: MSin Engineering, 1969, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Bridges; Concrete - Floors.

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APA (6th Edition):

陳國煌; Chan, K. (1969). Analysis of curved bridge decks. (Masters Thesis). University of Hong Kong. Retrieved from Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600

Chicago Manual of Style (16th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Masters Thesis, University of Hong Kong. Accessed January 19, 2020. Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

MLA Handbook (7th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Web. 19 Jan 2020.

Vancouver:

陳國煌; Chan K. Analysis of curved bridge decks. [Internet] [Masters thesis]. University of Hong Kong; 1969. [cited 2020 Jan 19]. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

Council of Science Editors:

陳國煌; Chan K. Analysis of curved bridge decks. [Masters Thesis]. University of Hong Kong; 1969. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600


University of Hong Kong

11. 應港東; Ying, Kong-tong, Michael. A dynamic analysis of floor systems.

Degree: MSin Engineering, 1967, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Floors.; Structural dynamics.

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APA (6th Edition):

應港東; Ying, Kong-tong, M. (1967). A dynamic analysis of floor systems. (Masters Thesis). University of Hong Kong. Retrieved from Ying, K. M. [應港東]. (1967). A dynamic analysis of floor systems. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125203 ; http://dx.doi.org/10.5353/th_b3125203 ; http://hdl.handle.net/10722/37102

Chicago Manual of Style (16th Edition):

應港東; Ying, Kong-tong, Michael. “A dynamic analysis of floor systems.” 1967. Masters Thesis, University of Hong Kong. Accessed January 19, 2020. Ying, K. M. [應港東]. (1967). A dynamic analysis of floor systems. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125203 ; http://dx.doi.org/10.5353/th_b3125203 ; http://hdl.handle.net/10722/37102.

MLA Handbook (7th Edition):

應港東; Ying, Kong-tong, Michael. “A dynamic analysis of floor systems.” 1967. Web. 19 Jan 2020.

Vancouver:

應港東; Ying, Kong-tong M. A dynamic analysis of floor systems. [Internet] [Masters thesis]. University of Hong Kong; 1967. [cited 2020 Jan 19]. Available from: Ying, K. M. [應港東]. (1967). A dynamic analysis of floor systems. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125203 ; http://dx.doi.org/10.5353/th_b3125203 ; http://hdl.handle.net/10722/37102.

Council of Science Editors:

應港東; Ying, Kong-tong M. A dynamic analysis of floor systems. [Masters Thesis]. University of Hong Kong; 1967. Available from: Ying, K. M. [應港東]. (1967). A dynamic analysis of floor systems. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125203 ; http://dx.doi.org/10.5353/th_b3125203 ; http://hdl.handle.net/10722/37102


Ryerson University

12. Khederzadeh, Hamidreza. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.

Degree: 2010, Ryerson University

 Post-tensioned concrete bridge decks have been in service in Ontario for more than 30 years. Many of such bridge deck have been operating without any… (more)

Subjects/Keywords: Bridges  – Floors  – Corrosion  – Testing; Bridges  – Floors  – Testing; Bridges  – Floors  – Maintenance and repair; Bridges  – Floors; Concrete bridges  – Design and construction  – Testing; Post-tensioned prestressed concrete

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APA (6th Edition):

Khederzadeh, H. (2010). Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Thesis, Ryerson University. Accessed January 19, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

MLA Handbook (7th Edition):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Web. 19 Jan 2020.

Vancouver:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Internet] [Thesis]. Ryerson University; 2010. [cited 2020 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

Council of Science Editors:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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


Queensland University of Technology

13. Jetann, Charles Anthony. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.

Degree: 2010, Queensland University of Technology

 The vibration serviceability limit state is an important design consideration for two-way, suspended concrete floors that is not always well understood by many practicing structural… (more)

Subjects/Keywords: suspended concrete floors; floor vibration; vibration serviceability

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APA (6th Edition):

Jetann, C. A. (2010). Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/41565/

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):

Jetann, Charles Anthony. “Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.” 2010. Thesis, Queensland University of Technology. Accessed January 19, 2020. https://eprints.qut.edu.au/41565/.

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

MLA Handbook (7th Edition):

Jetann, Charles Anthony. “Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.” 2010. Web. 19 Jan 2020.

Vancouver:

Jetann CA. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. [Internet] [Thesis]. Queensland University of Technology; 2010. [cited 2020 Jan 19]. Available from: https://eprints.qut.edu.au/41565/.

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

Council of Science Editors:

Jetann CA. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. [Thesis]. Queensland University of Technology; 2010. Available from: https://eprints.qut.edu.au/41565/

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


Rutgers University

14. Liu, Fei, 1983-. Development of robotic systems for bridge deck inspection and rehabilitation.

Degree: PhD, Mechanical and Aerospace Engineering, 2019, Rutgers University

 The condition of civil infrastructure such as bridges is of utmost importance for the safety of traveling public and sustainability of the economic activity. The… (more)

Subjects/Keywords: Bridges  – Floors  – Maintenance and repair; Robotics

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APA (6th Edition):

Liu, Fei, 1. (2019). Development of robotic systems for bridge deck inspection and rehabilitation. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/60854/

Chicago Manual of Style (16th Edition):

Liu, Fei, 1983-. “Development of robotic systems for bridge deck inspection and rehabilitation.” 2019. Doctoral Dissertation, Rutgers University. Accessed January 19, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/60854/.

MLA Handbook (7th Edition):

Liu, Fei, 1983-. “Development of robotic systems for bridge deck inspection and rehabilitation.” 2019. Web. 19 Jan 2020.

Vancouver:

Liu, Fei 1. Development of robotic systems for bridge deck inspection and rehabilitation. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2020 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60854/.

Council of Science Editors:

Liu, Fei 1. Development of robotic systems for bridge deck inspection and rehabilitation. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/60854/


University of Toledo

15. Khanal, Abhisek. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.

Degree: MS, Civil Engineering, 2019, University of Toledo

 This thesis is a review of research on Hollow core floors in New Zealand. It looks at the research on hollow core floors, from 1990s… (more)

Subjects/Keywords: Civil Engineering; Hollow-core floors; New Zealand

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APA (6th Edition):

Khanal, A. (2019). Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695

Chicago Manual of Style (16th Edition):

Khanal, Abhisek. “Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.” 2019. Masters Thesis, University of Toledo. Accessed January 19, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695.

MLA Handbook (7th Edition):

Khanal, Abhisek. “Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes.” 2019. Web. 19 Jan 2020.

Vancouver:

Khanal A. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. [Internet] [Masters thesis]. University of Toledo; 2019. [cited 2020 Jan 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695.

Council of Science Editors:

Khanal A. Review of Hollow Core Floor Slab in New Zealand – History of Practice, Past Research, and Failure Modes Seen in Research and Recent Earthquakes. [Masters Thesis]. University of Toledo; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564480135728695


Montana State University

16. Riple, Arne Bengt. Effect of variation of member stiffness on behavior to timber bridge floor systems.

Degree: College of Engineering, 1985, Montana State University

Subjects/Keywords: Bridges, Wooden Floors.; Computer simulation.

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APA (6th Edition):

Riple, A. B. (1985). Effect of variation of member stiffness on behavior to timber bridge floor systems. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5983

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):

Riple, Arne Bengt. “Effect of variation of member stiffness on behavior to timber bridge floor systems.” 1985. Thesis, Montana State University. Accessed January 19, 2020. https://scholarworks.montana.edu/xmlui/handle/1/5983.

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

MLA Handbook (7th Edition):

Riple, Arne Bengt. “Effect of variation of member stiffness on behavior to timber bridge floor systems.” 1985. Web. 19 Jan 2020.

Vancouver:

Riple AB. Effect of variation of member stiffness on behavior to timber bridge floor systems. [Internet] [Thesis]. Montana State University; 1985. [cited 2020 Jan 19]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5983.

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

Council of Science Editors:

Riple AB. Effect of variation of member stiffness on behavior to timber bridge floor systems. [Thesis]. Montana State University; 1985. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5983

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

17. Christopulos, Zachary P. Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.

Degree: MS, Civil & Environmental Engineering, 2014, University of Utah

 Precast concrete flooring systems are a fast and cost-competitive construction method. There are currently a number of precast products on the market, such as hollowcore… (more)

Subjects/Keywords: Concrete; Finite; Floors; Precast

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APA (6th Edition):

Christopulos, Z. P. (2014). Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740

Chicago Manual of Style (16th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Masters Thesis, University of Utah. Accessed January 19, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

MLA Handbook (7th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Web. 19 Jan 2020.

Vancouver:

Christopulos ZP. Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies. [Internet] [Masters thesis]. University of Utah; 2014. [cited 2020 Jan 19]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

Council of Science Editors:

Christopulos ZP. Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies. [Masters Thesis]. University of Utah; 2014. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740


Montana State University

18. Gilbert, Andy Michael. Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load.

Degree: College of Engineering, 2012, Montana State University

 The Western Transportation Institute (WTI) was engaged by the California Department of Transportation (Caltrans) to investigate the performance of various bridge deck rehabilitation surface treatments.… (more)

Subjects/Keywords: Bridges Floors.; Materials Fatigue.; Mechanical wear.; ANSYS (Computer system).

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

APA (6th Edition):

Gilbert, A. M. (2012). Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/1327

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):

Gilbert, Andy Michael. “Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load.” 2012. Thesis, Montana State University. Accessed January 19, 2020. https://scholarworks.montana.edu/xmlui/handle/1/1327.

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

MLA Handbook (7th Edition):

Gilbert, Andy Michael. “Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load.” 2012. Web. 19 Jan 2020.

Vancouver:

Gilbert AM. Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load. [Internet] [Thesis]. Montana State University; 2012. [cited 2020 Jan 19]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/1327.

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

Council of Science Editors:

Gilbert AM. Validation of a laboratory method for accelerated fatigue testing of bridge deck panels with a rolling wheel load. [Thesis]. Montana State University; 2012. Available from: https://scholarworks.montana.edu/xmlui/handle/1/1327

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

19. Gabriel, Carlos Manuel Nunes. Revestimento vinílico em pavimentos: características, execução e patologia.

Degree: 2011, Repositório Científico do Instituto Politécnico de Lisboa

O desenvolvimento industrial, tecnológico e económico, conduziu ao aparecimento de soluções construtivas e de revestimentos disponíveis no mercado da construção, cada vez mais eficientes e… (more)

Subjects/Keywords: Revestimento vinílico; Pavimentos; Polímeros; Resiliente; Vinyl coating; Floors; Polymers; Resilient

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

APA (6th Edition):

Gabriel, C. M. N. (2011). Revestimento vinílico em pavimentos: características, execução e patologia. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1224

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):

Gabriel, Carlos Manuel Nunes. “Revestimento vinílico em pavimentos: características, execução e patologia.” 2011. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed January 19, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1224.

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

MLA Handbook (7th Edition):

Gabriel, Carlos Manuel Nunes. “Revestimento vinílico em pavimentos: características, execução e patologia.” 2011. Web. 19 Jan 2020.

Vancouver:

Gabriel CMN. Revestimento vinílico em pavimentos: características, execução e patologia. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2011. [cited 2020 Jan 19]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1224.

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

Council of Science Editors:

Gabriel CMN. Revestimento vinílico em pavimentos: características, execução e patologia. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2011. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/1224

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


Virginia Tech

20. Queen, Bruce Leon. Methods to reduce transient floor vibrations.

Degree: MS, Civil Engineering, 1991, Virginia Tech

Subjects/Keywords: Floors; LD5655.V855 1991.Q833

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APA (6th Edition):

Queen, B. L. (1991). Methods to reduce transient floor vibrations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41709

Chicago Manual of Style (16th Edition):

Queen, Bruce Leon. “Methods to reduce transient floor vibrations.” 1991. Masters Thesis, Virginia Tech. Accessed January 19, 2020. http://hdl.handle.net/10919/41709.

MLA Handbook (7th Edition):

Queen, Bruce Leon. “Methods to reduce transient floor vibrations.” 1991. Web. 19 Jan 2020.

Vancouver:

Queen BL. Methods to reduce transient floor vibrations. [Internet] [Masters thesis]. Virginia Tech; 1991. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10919/41709.

Council of Science Editors:

Queen BL. Methods to reduce transient floor vibrations. [Masters Thesis]. Virginia Tech; 1991. Available from: http://hdl.handle.net/10919/41709


Cornell University

21. Jones, Margaret. Three Essays On Labor Demand And Supply .

Degree: 2012, Cornell University

 : The following essays are concerned with the issues of labor supply and demand. Each essay's topic addresses the economic analysis of a wage floor… (more)

Subjects/Keywords: Labor economics; Wage floors; Earned Income Tax Credit

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APA (6th Edition):

Jones, M. (2012). Three Essays On Labor Demand And Supply . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/31463

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):

Jones, Margaret. “Three Essays On Labor Demand And Supply .” 2012. Thesis, Cornell University. Accessed January 19, 2020. http://hdl.handle.net/1813/31463.

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

MLA Handbook (7th Edition):

Jones, Margaret. “Three Essays On Labor Demand And Supply .” 2012. Web. 19 Jan 2020.

Vancouver:

Jones M. Three Essays On Labor Demand And Supply . [Internet] [Thesis]. Cornell University; 2012. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1813/31463.

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

Council of Science Editors:

Jones M. Three Essays On Labor Demand And Supply . [Thesis]. Cornell University; 2012. Available from: http://hdl.handle.net/1813/31463

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


Brno University of Technology

22. Michalicová, Iva. Polyfunkční dům .

Degree: 2013, Brno University of Technology

 Práce řeší projektovou dokumentaci polyfunkčního domu, ve kterém se nachází víceúčelová sportovní hala se zázemím a podkrovní byty. Objekt je navržen jako třípatrový, částečně podsklepený… (more)

Subjects/Keywords: Polyfunkční dům; částečně podsklepený; třípodlažní; Multifunctional building; partial basement; three floors

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APA (6th Edition):

Michalicová, I. (2013). Polyfunkční dům . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29732

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):

Michalicová, Iva. “Polyfunkční dům .” 2013. Thesis, Brno University of Technology. Accessed January 19, 2020. http://hdl.handle.net/11012/29732.

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

MLA Handbook (7th Edition):

Michalicová, Iva. “Polyfunkční dům .” 2013. Web. 19 Jan 2020.

Vancouver:

Michalicová I. Polyfunkční dům . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11012/29732.

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

Council of Science Editors:

Michalicová I. Polyfunkční dům . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29732

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


Rutgers University

23. Sedigh Imani, Fatemeh, 1983-. Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar.

Degree: PhD, GPR, 2019, Rutgers University

The traditional practice for condition evaluation of concrete bridge decks using GPR is limited to evaluating the upper section above the top reinforcement mat. As… (more)

Subjects/Keywords: Civil and Environmental Engineering; Ground penetrating radar; Bridges  – Floors  – Imaging

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APA (6th Edition):

Sedigh Imani, Fatemeh, 1. (2019). Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/61014/

Chicago Manual of Style (16th Edition):

Sedigh Imani, Fatemeh, 1983-. “Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar.” 2019. Doctoral Dissertation, Rutgers University. Accessed January 19, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/61014/.

MLA Handbook (7th Edition):

Sedigh Imani, Fatemeh, 1983-. “Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar.” 2019. Web. 19 Jan 2020.

Vancouver:

Sedigh Imani, Fatemeh 1. Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar. [Internet] [Doctoral dissertation]. Rutgers University; 2019. [cited 2020 Jan 19]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61014/.

Council of Science Editors:

Sedigh Imani, Fatemeh 1. Comprehensive full-depth condition assessment of reinforced concrete bridge decks using ground penetrating radar. [Doctoral Dissertation]. Rutgers University; 2019. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/61014/


University of Arizona

24. Griffis, Thomas Charles. STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS.

Degree: 1983, University of Arizona

Subjects/Keywords: Girders  – Analysis.; Girders  – Design.; Floors.

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APA (6th Edition):

Griffis, T. C. (1983). STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS. (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/274724

Chicago Manual of Style (16th Edition):

Griffis, Thomas Charles. “STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS. ” 1983. Masters Thesis, University of Arizona. Accessed January 19, 2020. http://hdl.handle.net/10150/274724.

MLA Handbook (7th Edition):

Griffis, Thomas Charles. “STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS. ” 1983. Web. 19 Jan 2020.

Vancouver:

Griffis TC. STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS. [Internet] [Masters thesis]. University of Arizona; 1983. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10150/274724.

Council of Science Editors:

Griffis TC. STIFFNESS CRITERIA FOR STUB-GIRDER FLOOR SYSTEMS. [Masters Thesis]. University of Arizona; 1983. Available from: http://hdl.handle.net/10150/274724


Michigan State University

25. Gang, Robert West. Factors in the selection and maintenance of institutional floors.

Degree: MS, 1959, Michigan State University

Subjects/Keywords: Floors; Associations, institutions, etc – Management

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APA (6th Edition):

Gang, R. W. (1959). Factors in the selection and maintenance of institutional floors. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:9786

Chicago Manual of Style (16th Edition):

Gang, Robert West. “Factors in the selection and maintenance of institutional floors.” 1959. Masters Thesis, Michigan State University. Accessed January 19, 2020. http://etd.lib.msu.edu/islandora/object/etd:9786.

MLA Handbook (7th Edition):

Gang, Robert West. “Factors in the selection and maintenance of institutional floors.” 1959. Web. 19 Jan 2020.

Vancouver:

Gang RW. Factors in the selection and maintenance of institutional floors. [Internet] [Masters thesis]. Michigan State University; 1959. [cited 2020 Jan 19]. Available from: http://etd.lib.msu.edu/islandora/object/etd:9786.

Council of Science Editors:

Gang RW. Factors in the selection and maintenance of institutional floors. [Masters Thesis]. Michigan State University; 1959. Available from: http://etd.lib.msu.edu/islandora/object/etd:9786


Hong Kong University of Science and Technology

26. Wang, Chao. Damage modelling of FRP composite bridge decks.

Degree: 2015, Hong Kong University of Science and Technology

 Reinforced concrete and steel have been used as the main construction materials for medium-to long-span bridges over the several decades. However, deterioration of reinforced concrete… (more)

Subjects/Keywords: Bridges ; Floors ; Cracking ; Mathematical models ; Fiber-reinforced plastics ; Structural analysis (Engineering)

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APA (6th Edition):

Wang, C. (2015). Damage modelling of FRP composite bridge decks. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-78865 ; https://doi.org/10.14711/thesis-b1514637 ; http://repository.ust.hk/ir/bitstream/1783.1-78865/1/th_redirect.html

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):

Wang, Chao. “Damage modelling of FRP composite bridge decks.” 2015. Thesis, Hong Kong University of Science and Technology. Accessed January 19, 2020. http://repository.ust.hk/ir/Record/1783.1-78865 ; https://doi.org/10.14711/thesis-b1514637 ; http://repository.ust.hk/ir/bitstream/1783.1-78865/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Wang, Chao. “Damage modelling of FRP composite bridge decks.” 2015. Web. 19 Jan 2020.

Vancouver:

Wang C. Damage modelling of FRP composite bridge decks. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2015. [cited 2020 Jan 19]. Available from: http://repository.ust.hk/ir/Record/1783.1-78865 ; https://doi.org/10.14711/thesis-b1514637 ; http://repository.ust.hk/ir/bitstream/1783.1-78865/1/th_redirect.html.

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

Council of Science Editors:

Wang C. Damage modelling of FRP composite bridge decks. [Thesis]. Hong Kong University of Science and Technology; 2015. Available from: http://repository.ust.hk/ir/Record/1783.1-78865 ; https://doi.org/10.14711/thesis-b1514637 ; http://repository.ust.hk/ir/bitstream/1783.1-78865/1/th_redirect.html

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


Ryerson University

27. Khederzadeh, Hamidreza. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.

Degree: 2014, Ryerson University

 In harsh environment, corrosion of steel reinforcement causes durability problems. Glass Fiber Reinforced Polymer (GFRP) has emerged as an alternative to corrosion-related problem of steel… (more)

Subjects/Keywords: Reinforcing bars  – Testing; Reinforcing bars; Bridges  – Floors  – Design and construction; Bridges  – Floors  – Testing; Walls  – Design and construction; Walls  – Testing; Concrete walls  – Design and construction; Strains and stresses; Concrete-filled tubes

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APA (6th Edition):

Khederzadeh, H. (2014). Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3540

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):

Khederzadeh, Hamidreza. “Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.” 2014. Thesis, Ryerson University. Accessed January 19, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3540.

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

MLA Handbook (7th Edition):

Khederzadeh, Hamidreza. “Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.” 2014. Web. 19 Jan 2020.

Vancouver:

Khederzadeh H. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Jan 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3540.

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

Council of Science Editors:

Khederzadeh H. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3540

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


University of Texas – Austin

28. Bowen, Charles Merrill. Analysis, testing, and load rating of historic steel truss bridge decks.

Degree: PhD, Civil Engineering, 2003, University of Texas – Austin

 Currently, there are several hundred older metal truss bridges that remain in vehicular service in the state of Texas, many in the range of 70… (more)

Subjects/Keywords: Truss bridges – Texas – Floors – Testing; Truss bridges – Texas – Floors – Live loads

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APA (6th Edition):

Bowen, C. M. (2003). Analysis, testing, and load rating of historic steel truss bridge decks. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/469

Chicago Manual of Style (16th Edition):

Bowen, Charles Merrill. “Analysis, testing, and load rating of historic steel truss bridge decks.” 2003. Doctoral Dissertation, University of Texas – Austin. Accessed January 19, 2020. http://hdl.handle.net/2152/469.

MLA Handbook (7th Edition):

Bowen, Charles Merrill. “Analysis, testing, and load rating of historic steel truss bridge decks.” 2003. Web. 19 Jan 2020.

Vancouver:

Bowen CM. Analysis, testing, and load rating of historic steel truss bridge decks. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2003. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2152/469.

Council of Science Editors:

Bowen CM. Analysis, testing, and load rating of historic steel truss bridge decks. [Doctoral Dissertation]. University of Texas – Austin; 2003. Available from: http://hdl.handle.net/2152/469


The Ohio State University

29. Ray, Johnnie Nell. Energy expenditures of women performing household floor-care activities.

Degree: PhD, Graduate School, 1962, The Ohio State University

Subjects/Keywords: Home Economics; Force and energy; Floors

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APA (6th Edition):

Ray, J. N. (1962). Energy expenditures of women performing household floor-care activities. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486559032360578

Chicago Manual of Style (16th Edition):

Ray, Johnnie Nell. “Energy expenditures of women performing household floor-care activities.” 1962. Doctoral Dissertation, The Ohio State University. Accessed January 19, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486559032360578.

MLA Handbook (7th Edition):

Ray, Johnnie Nell. “Energy expenditures of women performing household floor-care activities.” 1962. Web. 19 Jan 2020.

Vancouver:

Ray JN. Energy expenditures of women performing household floor-care activities. [Internet] [Doctoral dissertation]. The Ohio State University; 1962. [cited 2020 Jan 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486559032360578.

Council of Science Editors:

Ray JN. Energy expenditures of women performing household floor-care activities. [Doctoral Dissertation]. The Ohio State University; 1962. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486559032360578

30. Diógenes, Hidelbrando José Farkat. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.

Degree: Mestrado, Estruturas, 2010, University of São Paulo

No contexto da modernização da construção civil, a aplicação de elementos estruturais de concreto pré-moldado nas construções oferece comprovados benefícios à estratégia de execução das… (more)

Subjects/Keywords: Análise dinâmica; Concreto pré-moldado; Dynamic analysis; Floors; Pisos; Precast concrete; Prestressing; Protensão; Vibrações; Vibrations

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

APA (6th Edition):

Diógenes, H. J. F. (2010). Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;

Chicago Manual of Style (16th Edition):

Diógenes, Hidelbrando José Farkat. “Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.” 2010. Masters Thesis, University of São Paulo. Accessed January 19, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;.

MLA Handbook (7th Edition):

Diógenes, Hidelbrando José Farkat. “Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.” 2010. Web. 19 Jan 2020.

Vancouver:

Diógenes HJF. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2020 Jan 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;.

Council of Science Editors:

Diógenes HJF. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;

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