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You searched for subject:(prestressed concrete). Showing records 1 – 30 of 646 total matches.

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Ryerson University

1. Aslau, Sorin. Corrosion induced deterioration in prestressed concrete structures.

Degree: 2009, Ryerson University

 Corrosion is less frequent in prestressed concrete than in ordinary reinforced concrete, but when it does occur, the results can be more dangerous and more… (more)

Subjects/Keywords: Prestressed concrete  – Corrosion

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APA (6th Edition):

Aslau, S. (2009). Corrosion induced deterioration in prestressed concrete structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A1144

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):

Aslau, Sorin. “Corrosion induced deterioration in prestressed concrete structures.” 2009. Thesis, Ryerson University. Accessed October 31, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A1144.

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

MLA Handbook (7th Edition):

Aslau, Sorin. “Corrosion induced deterioration in prestressed concrete structures.” 2009. Web. 31 Oct 2020.

Vancouver:

Aslau S. Corrosion induced deterioration in prestressed concrete structures. [Internet] [Thesis]. Ryerson University; 2009. [cited 2020 Oct 31]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1144.

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

Council of Science Editors:

Aslau S. Corrosion induced deterioration in prestressed concrete structures. [Thesis]. Ryerson University; 2009. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A1144

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


Rutgers University

2. Unal, Gonca, 1986-. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.

Degree: MS, Civil and Environmental Engineering, 2011, Rutgers University

 The use of unbonded tendons is getting more widespread in post-tensioning industry; especially in rehabilitation and strengthening of existing damaged concrete members. The prediction of… (more)

Subjects/Keywords: Tendons (Prestressed concrete)

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APA (6th Edition):

Unal, Gonca, 1. (2011). Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679

Chicago Manual of Style (16th Edition):

Unal, Gonca, 1986-. “Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.” 2011. Masters Thesis, Rutgers University. Accessed October 31, 2020. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679.

MLA Handbook (7th Edition):

Unal, Gonca, 1986-. “Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons.” 2011. Web. 31 Oct 2020.

Vancouver:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2020 Oct 31]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679.

Council of Science Editors:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000063679


Texas A&M University

3. Parkar, Anagha 1984-. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.

Degree: MS, Civil Engineering, 2011, Texas A&M University

 The growth of freight transportation within the United States and across borders is tremendous, and it is expected to double over the next decade. The… (more)

Subjects/Keywords: concrete; prestressed; precast; multimodal; freight

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APA (6th Edition):

Parkar, A. 1. (2011). Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/150929

Chicago Manual of Style (16th Edition):

Parkar, Anagha 1984-. “Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.” 2011. Masters Thesis, Texas A&M University. Accessed October 31, 2020. http://hdl.handle.net/1969.1/150929.

MLA Handbook (7th Edition):

Parkar, Anagha 1984-. “Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.” 2011. Web. 31 Oct 2020.

Vancouver:

Parkar A1. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. [Internet] [Masters thesis]. Texas A&M University; 2011. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1969.1/150929.

Council of Science Editors:

Parkar A1. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. [Masters Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/150929


Oregon State University

4. Beecroft, Gordon W. Creep and shrinkage of lightweight concrete in prestressed applications.

Degree: MS, Civil Engineering, 1960, Oregon State University

Subjects/Keywords: Prestressed concrete

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APA (6th Edition):

Beecroft, G. W. (1960). Creep and shrinkage of lightweight concrete in prestressed applications. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/50545

Chicago Manual of Style (16th Edition):

Beecroft, Gordon W. “Creep and shrinkage of lightweight concrete in prestressed applications.” 1960. Masters Thesis, Oregon State University. Accessed October 31, 2020. http://hdl.handle.net/1957/50545.

MLA Handbook (7th Edition):

Beecroft, Gordon W. “Creep and shrinkage of lightweight concrete in prestressed applications.” 1960. Web. 31 Oct 2020.

Vancouver:

Beecroft GW. Creep and shrinkage of lightweight concrete in prestressed applications. [Internet] [Masters thesis]. Oregon State University; 1960. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1957/50545.

Council of Science Editors:

Beecroft GW. Creep and shrinkage of lightweight concrete in prestressed applications. [Masters Thesis]. Oregon State University; 1960. Available from: http://hdl.handle.net/1957/50545


University of Cambridge

5. Sivanendran, Shobana. CFRP Prestressed Concrete Exposed to Moisture.

Degree: PhD, 2017, University of Cambridge

 In environments of high moisture exposure, carbon fibre-reinforced polymer (CFRP) reinforcement is believed to be a good alternative to steel due to its non-corrosive properties.… (more)

Subjects/Keywords: CFRP; prestressed concrete; moisture

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APA (6th Edition):

Sivanendran, S. (2017). CFRP Prestressed Concrete Exposed to Moisture. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/270196

Chicago Manual of Style (16th Edition):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture.” 2017. Doctoral Dissertation, University of Cambridge. Accessed October 31, 2020. https://www.repository.cam.ac.uk/handle/1810/270196.

MLA Handbook (7th Edition):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture.” 2017. Web. 31 Oct 2020.

Vancouver:

Sivanendran S. CFRP Prestressed Concrete Exposed to Moisture. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Oct 31]. Available from: https://www.repository.cam.ac.uk/handle/1810/270196.

Council of Science Editors:

Sivanendran S. CFRP Prestressed Concrete Exposed to Moisture. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://www.repository.cam.ac.uk/handle/1810/270196


University of Manitoba

6. Nabipaylashgari, Mirpayam. Shear Strength of Concrete Beams Prestressed with CFRP Cables.

Degree: Civil Engineering, 2012, University of Manitoba

 This thesis investigates the shear capacity of concrete T-beams prestressed with CFRP cables (CFCC) and contributes to the scarce research available for shear behavior of… (more)

Subjects/Keywords: Shear; FRP Prestressed Concrete

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APA (6th Edition):

Nabipaylashgari, M. (2012). Shear Strength of Concrete Beams Prestressed with CFRP Cables. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/8902

Chicago Manual of Style (16th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Masters Thesis, University of Manitoba. Accessed October 31, 2020. http://hdl.handle.net/1993/8902.

MLA Handbook (7th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Web. 31 Oct 2020.

Vancouver:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1993/8902.

Council of Science Editors:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/8902


Delft University of Technology

7. Kroeze, Sijtse Jan (author). Resistance to Diagonal Tension Cracking in Prestressed Beams.

Degree: 2018, Delft University of Technology

 The bridges built in the 50’s, 60’s and 70’s are reaching the end of their originally service life. Many bridges require reassessment. In 2009 the… (more)

Subjects/Keywords: Prestressed; Concrete; Beams; Bridges

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APA (6th Edition):

Kroeze, S. J. (. (2018). Resistance to Diagonal Tension Cracking in Prestressed Beams. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4

Chicago Manual of Style (16th Edition):

Kroeze, Sijtse Jan (author). “Resistance to Diagonal Tension Cracking in Prestressed Beams.” 2018. Masters Thesis, Delft University of Technology. Accessed October 31, 2020. http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4.

MLA Handbook (7th Edition):

Kroeze, Sijtse Jan (author). “Resistance to Diagonal Tension Cracking in Prestressed Beams.” 2018. Web. 31 Oct 2020.

Vancouver:

Kroeze SJ(. Resistance to Diagonal Tension Cracking in Prestressed Beams. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Oct 31]. Available from: http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4.

Council of Science Editors:

Kroeze SJ(. Resistance to Diagonal Tension Cracking in Prestressed Beams. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:e25e936b-d294-4fd1-b669-96ab2e2989d4


Delft University of Technology

8. De Rooij, R.F.C. (author). Loading capacity of laterally restrained prestressed concrete slabs.

Degree: 2011, Delft University of Technology

Research about the influence of compressive membrane action on the loading capacity of laterally restrained prestressed concrete slabs. The thesis consists of four parts: -… (more)

Subjects/Keywords: compressive membrane action; prestressed concrete

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APA (6th Edition):

De Rooij, R. F. C. (. (2011). Loading capacity of laterally restrained prestressed concrete slabs. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bf3dcd94-c512-4849-9bbc-ccf3b0913925

Chicago Manual of Style (16th Edition):

De Rooij, R F C (author). “Loading capacity of laterally restrained prestressed concrete slabs.” 2011. Masters Thesis, Delft University of Technology. Accessed October 31, 2020. http://resolver.tudelft.nl/uuid:bf3dcd94-c512-4849-9bbc-ccf3b0913925.

MLA Handbook (7th Edition):

De Rooij, R F C (author). “Loading capacity of laterally restrained prestressed concrete slabs.” 2011. Web. 31 Oct 2020.

Vancouver:

De Rooij RFC(. Loading capacity of laterally restrained prestressed concrete slabs. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Oct 31]. Available from: http://resolver.tudelft.nl/uuid:bf3dcd94-c512-4849-9bbc-ccf3b0913925.

Council of Science Editors:

De Rooij RFC(. Loading capacity of laterally restrained prestressed concrete slabs. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:bf3dcd94-c512-4849-9bbc-ccf3b0913925


University of Hong Kong

9. 黃宗興. Experimental work on prestressed concrete beams.

Degree: 1953, University of Hong Kong

Subjects/Keywords: Prestressed concrete.

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APA (6th Edition):

黃宗興. (1953). Experimental work on prestressed concrete beams. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/36905

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

Chicago Manual of Style (16th Edition):

黃宗興. “Experimental work on prestressed concrete beams.” 1953. Thesis, University of Hong Kong. Accessed October 31, 2020. http://hdl.handle.net/10722/36905.

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

MLA Handbook (7th Edition):

黃宗興. “Experimental work on prestressed concrete beams.” 1953. Web. 31 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

黃宗興. Experimental work on prestressed concrete beams. [Internet] [Thesis]. University of Hong Kong; 1953. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/10722/36905.

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

Council of Science Editors:

黃宗興. Experimental work on prestressed concrete beams. [Thesis]. University of Hong Kong; 1953. Available from: http://hdl.handle.net/10722/36905

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


Montana State University

10. Gonsior, Michael J. The effect of prestress on concrete durability.

Degree: MS, College of Engineering, 1965, Montana State University

Subjects/Keywords: Prestressed concrete.

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APA (6th Edition):

Gonsior, M. J. (1965). The effect of prestress on concrete durability. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5224

Chicago Manual of Style (16th Edition):

Gonsior, Michael J. “The effect of prestress on concrete durability.” 1965. Masters Thesis, Montana State University. Accessed October 31, 2020. https://scholarworks.montana.edu/xmlui/handle/1/5224.

MLA Handbook (7th Edition):

Gonsior, Michael J. “The effect of prestress on concrete durability.” 1965. Web. 31 Oct 2020.

Vancouver:

Gonsior MJ. The effect of prestress on concrete durability. [Internet] [Masters thesis]. Montana State University; 1965. [cited 2020 Oct 31]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5224.

Council of Science Editors:

Gonsior MJ. The effect of prestress on concrete durability. [Masters Thesis]. Montana State University; 1965. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5224


University of Cambridge

11. Sivanendran, Shobana. CFRP prestressed concrete exposed to moisture.

Degree: PhD, 2017, University of Cambridge

 In environments of high moisture exposure, carbon fibre-reinforced polymer (CFRP) reinforcement is believed to be a good alternative to steel due to its non-corrosive properties.… (more)

Subjects/Keywords: 668.4; CFRP; prestressed concrete; moisture

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APA (6th Edition):

Sivanendran, S. (2017). CFRP prestressed concrete exposed to moisture. (Doctoral Dissertation). University of Cambridge. Retrieved from https://doi.org/10.17863/CAM.17034 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380

Chicago Manual of Style (16th Edition):

Sivanendran, Shobana. “CFRP prestressed concrete exposed to moisture.” 2017. Doctoral Dissertation, University of Cambridge. Accessed October 31, 2020. https://doi.org/10.17863/CAM.17034 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380.

MLA Handbook (7th Edition):

Sivanendran, Shobana. “CFRP prestressed concrete exposed to moisture.” 2017. Web. 31 Oct 2020.

Vancouver:

Sivanendran S. CFRP prestressed concrete exposed to moisture. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2020 Oct 31]. Available from: https://doi.org/10.17863/CAM.17034 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380.

Council of Science Editors:

Sivanendran S. CFRP prestressed concrete exposed to moisture. [Doctoral Dissertation]. University of Cambridge; 2017. Available from: https://doi.org/10.17863/CAM.17034 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380


Georgia Tech

12. Shalan, Ahmad A. ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 This research assessed the applicability of Type IL cements satisfying AASHTO M 240 specifications for use in structural applications in place of Type I/II cements… (more)

Subjects/Keywords: Limestone; Cement; Concrete; Structural; Prestressed

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APA (6th Edition):

Shalan, A. A. (2019). ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/63518

Chicago Manual of Style (16th Edition):

Shalan, Ahmad A. “ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS.” 2019. Doctoral Dissertation, Georgia Tech. Accessed October 31, 2020. http://hdl.handle.net/1853/63518.

MLA Handbook (7th Edition):

Shalan, Ahmad A. “ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS.” 2019. Web. 31 Oct 2020.

Vancouver:

Shalan AA. ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1853/63518.

Council of Science Editors:

Shalan AA. ASSESSMENT OF PORTLAND-LIMESTONE CEMENT FOR STRUCTURAL APPLICATIONS. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/63518


University of British Columbia

13. Suryaprakasam, Kunapuli. Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members.

Degree: Master of Applied Science - MASc, Civil Engineering, 1963, University of British Columbia

 A direct method which was useful for repeated quick tests was presented to determine the bond anchorage length for 3/8 inch diameter strand and the… (more)

Subjects/Keywords: Prestressed concrete

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APA (6th Edition):

Suryaprakasam, K. (1963). Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members. (Masters Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/38388

Chicago Manual of Style (16th Edition):

Suryaprakasam, Kunapuli. “Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members.” 1963. Masters Thesis, University of British Columbia. Accessed October 31, 2020. http://hdl.handle.net/2429/38388.

MLA Handbook (7th Edition):

Suryaprakasam, Kunapuli. “Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members.” 1963. Web. 31 Oct 2020.

Vancouver:

Suryaprakasam K. Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members. [Internet] [Masters thesis]. University of British Columbia; 1963. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/2429/38388.

Council of Science Editors:

Suryaprakasam K. Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members. [Masters Thesis]. University of British Columbia; 1963. Available from: http://hdl.handle.net/2429/38388


Rutgers University

14. Pooley, Emily E., 1996-. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.

Degree: MS, Civil and Environmental Engineering, 2020, Rutgers University

 The use of unbonded tendons in prestressed beams is becoming an increasing popular option for the repair and strengthening of bridges, high-rise buildings, and foundation… (more)

Subjects/Keywords: Prestressed concrete beams  – Testing

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APA (6th Edition):

Pooley, Emily E., 1. (2020). Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/62611/

Chicago Manual of Style (16th Edition):

Pooley, Emily E., 1996-. “Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.” 2020. Masters Thesis, Rutgers University. Accessed October 31, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/62611/.

MLA Handbook (7th Edition):

Pooley, Emily E., 1996-. “Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons.” 2020. Web. 31 Oct 2020.

Vancouver:

Pooley, Emily E. 1. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. [Internet] [Masters thesis]. Rutgers University; 2020. [cited 2020 Oct 31]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/62611/.

Council of Science Editors:

Pooley, Emily E. 1. Flexural behavior of continuous concrete beams prestressed with bonded and unbonded tendons. [Masters Thesis]. Rutgers University; 2020. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/62611/


Utah State University

15. Higgs, Arek Tilmann. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2013, Utah State University

  The section of highway over the 400 South roadway in Orem, Utah is made up of two separate three span bridges. The bridges were… (more)

Subjects/Keywords: bridge; concrete; girders; prestressed; Engineering

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APA (6th Edition):

Higgs, A. T. (2013). Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1757

Chicago Manual of Style (16th Edition):

Higgs, Arek Tilmann. “Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.” 2013. Masters Thesis, Utah State University. Accessed October 31, 2020. https://digitalcommons.usu.edu/etd/1757.

MLA Handbook (7th Edition):

Higgs, Arek Tilmann. “Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders.” 2013. Web. 31 Oct 2020.

Vancouver:

Higgs AT. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Utah State University; 2013. [cited 2020 Oct 31]. Available from: https://digitalcommons.usu.edu/etd/1757.

Council of Science Editors:

Higgs AT. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. [Masters Thesis]. Utah State University; 2013. Available from: https://digitalcommons.usu.edu/etd/1757


Michigan State University

16. Galezewski, Steven E. Prestressed concrete.

Degree: MS, 1954, Michigan State University

Subjects/Keywords: Concrete; Prestressed concrete

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APA (6th Edition):

Galezewski, S. E. (1954). Prestressed concrete. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:9734

Chicago Manual of Style (16th Edition):

Galezewski, Steven E. “Prestressed concrete.” 1954. Masters Thesis, Michigan State University. Accessed October 31, 2020. http://etd.lib.msu.edu/islandora/object/etd:9734.

MLA Handbook (7th Edition):

Galezewski, Steven E. “Prestressed concrete.” 1954. Web. 31 Oct 2020.

Vancouver:

Galezewski SE. Prestressed concrete. [Internet] [Masters thesis]. Michigan State University; 1954. [cited 2020 Oct 31]. Available from: http://etd.lib.msu.edu/islandora/object/etd:9734.

Council of Science Editors:

Galezewski SE. Prestressed concrete. [Masters Thesis]. Michigan State University; 1954. Available from: http://etd.lib.msu.edu/islandora/object/etd:9734


Michigan State University

17. Haq, Mahmoodul. Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands.

Degree: MS, Department of Civil and Environmental Engineering, 2005, Michigan State University

Subjects/Keywords: Prestressed concrete; Concrete

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

APA (6th Edition):

Haq, M. (2005). Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:33443

Chicago Manual of Style (16th Edition):

Haq, Mahmoodul. “Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands.” 2005. Masters Thesis, Michigan State University. Accessed October 31, 2020. http://etd.lib.msu.edu/islandora/object/etd:33443.

MLA Handbook (7th Edition):

Haq, Mahmoodul. “Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands.” 2005. Web. 31 Oct 2020.

Vancouver:

Haq M. Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands. [Internet] [Masters thesis]. Michigan State University; 2005. [cited 2020 Oct 31]. Available from: http://etd.lib.msu.edu/islandora/object/etd:33443.

Council of Science Editors:

Haq M. Effect of self consolidating concrete (SCC) mix proportioning on transfer and development length of prestressingstrands. [Masters Thesis]. Michigan State University; 2005. Available from: http://etd.lib.msu.edu/islandora/object/etd:33443


Florida Atlantic University

18. Castaneda, Carlos F. Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons.

Degree: MS, 2017, Florida Atlantic University

Summary: Flexible fillers has recently been implemented as corrosion protection for post-tensioning tendons used in bridge structures in Florida. There are two different explanations why… (more)

Subjects/Keywords: Nanocomposites (Materials); Polymeric composites.; Post-tensioned prestressed concrete.; Tendons (Prestressed concrete)

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APA (6th Edition):

Castaneda, C. F. (2017). Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004924 ; (URL) http://purl.flvc.org/fau/fd/FA00004924

Chicago Manual of Style (16th Edition):

Castaneda, Carlos F. “Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons.” 2017. Masters Thesis, Florida Atlantic University. Accessed October 31, 2020. http://purl.flvc.org/fau/fd/FA00004924 ; (URL) http://purl.flvc.org/fau/fd/FA00004924.

MLA Handbook (7th Edition):

Castaneda, Carlos F. “Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons.” 2017. Web. 31 Oct 2020.

Vancouver:

Castaneda CF. Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2020 Oct 31]. Available from: http://purl.flvc.org/fau/fd/FA00004924 ; (URL) http://purl.flvc.org/fau/fd/FA00004924.

Council of Science Editors:

Castaneda CF. Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004924 ; (URL) http://purl.flvc.org/fau/fd/FA00004924

19. Savic, Adrijana. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.

Degree: PhD, Department of Civil Engineering, 2019, Kansas State University

 This research represents a successful step in the development of a qualification test to ensure adequate splitting resistance in pre-tensioned concrete railroad ties. The research… (more)

Subjects/Keywords: prestressed concrete; railroad ties; arema manual; concrete cover; wire; concrete mixtures

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APA (6th Edition):

Savic, A. (2019). Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/39829

Chicago Manual of Style (16th Edition):

Savic, Adrijana. “Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.” 2019. Doctoral Dissertation, Kansas State University. Accessed October 31, 2020. http://hdl.handle.net/2097/39829.

MLA Handbook (7th Edition):

Savic, Adrijana. “Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties.” 2019. Web. 31 Oct 2020.

Vancouver:

Savic A. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. [Internet] [Doctoral dissertation]. Kansas State University; 2019. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/2097/39829.

Council of Science Editors:

Savic A. Developing a prism qualification test to ensure adequate splitting resistance in pretensioned concrete railroad ties. [Doctoral Dissertation]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/39829


University of Oklahoma

20. Kim, Woosuk. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.

Degree: PhD, 2011, University of Oklahoma

 Therefore, although other studies in the world may have dealt with the relief of steel congestion in RC and/or PC structures, in researching these three… (more)

Subjects/Keywords: Reinforced concrete construction; Self-consolidating concrete; Prestressed concrete construction; Steel, Structural

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

APA (6th Edition):

Kim, W. (2011). EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/318656

Chicago Manual of Style (16th Edition):

Kim, Woosuk. “EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed October 31, 2020. http://hdl.handle.net/11244/318656.

MLA Handbook (7th Edition):

Kim, Woosuk. “EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS.” 2011. Web. 31 Oct 2020.

Vancouver:

Kim W. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/11244/318656.

Council of Science Editors:

Kim W. EXPERIMENTAL ANALYSIS FOR STEEL CONGESTION RELIEF IN CONCRETE STRUCTURES UNDER MONOTONIC AND SEISMIC LOADS. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/318656


Oregon State University

21. Stephens, Charles Talmon. Biaxial bending of concrete members with applications to prestressed concrete power poles.

Degree: PhD, Civil Engineering, 1970, Oregon State University

 A method of analysis of arbitrarily shaped prestressed concrete members for biaxial bending is given. The stress-strain curve of the concrete is represented by two… (more)

Subjects/Keywords: Prestressed concrete  – Testing

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APA (6th Edition):

Stephens, C. T. (1970). Biaxial bending of concrete members with applications to prestressed concrete power poles. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/45463

Chicago Manual of Style (16th Edition):

Stephens, Charles Talmon. “Biaxial bending of concrete members with applications to prestressed concrete power poles.” 1970. Doctoral Dissertation, Oregon State University. Accessed October 31, 2020. http://hdl.handle.net/1957/45463.

MLA Handbook (7th Edition):

Stephens, Charles Talmon. “Biaxial bending of concrete members with applications to prestressed concrete power poles.” 1970. Web. 31 Oct 2020.

Vancouver:

Stephens CT. Biaxial bending of concrete members with applications to prestressed concrete power poles. [Internet] [Doctoral dissertation]. Oregon State University; 1970. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1957/45463.

Council of Science Editors:

Stephens CT. Biaxial bending of concrete members with applications to prestressed concrete power poles. [Doctoral Dissertation]. Oregon State University; 1970. Available from: http://hdl.handle.net/1957/45463


Michigan State University

22. Harney, Jack Ellison. Prestressed concrete.

Degree: MS, 1949, Michigan State University

Subjects/Keywords: Prestressed concrete – Research

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

APA (6th Edition):

Harney, J. E. (1949). Prestressed concrete. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:18530

Chicago Manual of Style (16th Edition):

Harney, Jack Ellison. “Prestressed concrete.” 1949. Masters Thesis, Michigan State University. Accessed October 31, 2020. http://etd.lib.msu.edu/islandora/object/etd:18530.

MLA Handbook (7th Edition):

Harney, Jack Ellison. “Prestressed concrete.” 1949. Web. 31 Oct 2020.

Vancouver:

Harney JE. Prestressed concrete. [Internet] [Masters thesis]. Michigan State University; 1949. [cited 2020 Oct 31]. Available from: http://etd.lib.msu.edu/islandora/object/etd:18530.

Council of Science Editors:

Harney JE. Prestressed concrete. [Masters Thesis]. Michigan State University; 1949. Available from: http://etd.lib.msu.edu/islandora/object/etd:18530


University of Minnesota

23. Mathys, Brian Thomas. Anchorage of shear reinforcement in prestressed concrete bridge girders.

Degree: MS, Civil Engineering, 2014, University of Minnesota

 The Minnesota Department of Transportation has typically used epoxy coated straight legged stirrups anchored in the tension zone as transverse reinforcement in prestressed concrete bridge… (more)

Subjects/Keywords: Anchorage; Concrete; Girder; Prestressed; Reinforcement; Shear

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APA (6th Edition):

Mathys, B. T. (2014). Anchorage of shear reinforcement in prestressed concrete bridge girders. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/165568

Chicago Manual of Style (16th Edition):

Mathys, Brian Thomas. “Anchorage of shear reinforcement in prestressed concrete bridge girders.” 2014. Masters Thesis, University of Minnesota. Accessed October 31, 2020. http://hdl.handle.net/11299/165568.

MLA Handbook (7th Edition):

Mathys, Brian Thomas. “Anchorage of shear reinforcement in prestressed concrete bridge girders.” 2014. Web. 31 Oct 2020.

Vancouver:

Mathys BT. Anchorage of shear reinforcement in prestressed concrete bridge girders. [Internet] [Masters thesis]. University of Minnesota; 2014. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/11299/165568.

Council of Science Editors:

Mathys BT. Anchorage of shear reinforcement in prestressed concrete bridge girders. [Masters Thesis]. University of Minnesota; 2014. Available from: http://hdl.handle.net/11299/165568


University of Minnesota

24. Dymond, Benjamin. Shear Distribution in Prestressed Concrete Girder Bridges.

Degree: PhD, Civil Engineering, 2015, University of Minnesota

 As shear requirements for prestressed concrete girders have changed, some structures designed using older specifications do not rate well with current methods. However, signs of… (more)

Subjects/Keywords: bridge; concrete; distribution; Minnesota; prestressed; shear

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APA (6th Edition):

Dymond, B. (2015). Shear Distribution in Prestressed Concrete Girder Bridges. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/175701

Chicago Manual of Style (16th Edition):

Dymond, Benjamin. “Shear Distribution in Prestressed Concrete Girder Bridges.” 2015. Doctoral Dissertation, University of Minnesota. Accessed October 31, 2020. http://hdl.handle.net/11299/175701.

MLA Handbook (7th Edition):

Dymond, Benjamin. “Shear Distribution in Prestressed Concrete Girder Bridges.” 2015. Web. 31 Oct 2020.

Vancouver:

Dymond B. Shear Distribution in Prestressed Concrete Girder Bridges. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/11299/175701.

Council of Science Editors:

Dymond B. Shear Distribution in Prestressed Concrete Girder Bridges. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/175701


University of Minnesota

25. Robole, Jacob. A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.

Degree: MS, Civil Engineering, 2017, University of Minnesota

 A method for measuring the transfer length of prestressing strand in HCS using a distributed strain sensor (DSS) was proposed. This DSS consists of a… (more)

Subjects/Keywords: Hollow Core Slabs; Prestressed Concrete; Transfer Length

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

APA (6th Edition):

Robole, J. (2017). A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/190580

Chicago Manual of Style (16th Edition):

Robole, Jacob. “A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.” 2017. Masters Thesis, University of Minnesota. Accessed October 31, 2020. http://hdl.handle.net/11299/190580.

MLA Handbook (7th Edition):

Robole, Jacob. “A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.” 2017. Web. 31 Oct 2020.

Vancouver:

Robole J. A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs. [Internet] [Masters thesis]. University of Minnesota; 2017. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/11299/190580.

Council of Science Editors:

Robole J. A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs. [Masters Thesis]. University of Minnesota; 2017. Available from: http://hdl.handle.net/11299/190580


University of Arizona

26. Buckmaster, Barbara Gail, 1932-. Effects of web reinforcing on torsional behavior of prestressed concrete memebers .

Degree: 1966, University of Arizona

Subjects/Keywords: Prestressed concrete construction.

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APA (6th Edition):

Buckmaster, Barbara Gail, 1. (1966). Effects of web reinforcing on torsional behavior of prestressed concrete memebers . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/347576

Chicago Manual of Style (16th Edition):

Buckmaster, Barbara Gail, 1932-. “Effects of web reinforcing on torsional behavior of prestressed concrete memebers .” 1966. Masters Thesis, University of Arizona. Accessed October 31, 2020. http://hdl.handle.net/10150/347576.

MLA Handbook (7th Edition):

Buckmaster, Barbara Gail, 1932-. “Effects of web reinforcing on torsional behavior of prestressed concrete memebers .” 1966. Web. 31 Oct 2020.

Vancouver:

Buckmaster, Barbara Gail 1. Effects of web reinforcing on torsional behavior of prestressed concrete memebers . [Internet] [Masters thesis]. University of Arizona; 1966. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/10150/347576.

Council of Science Editors:

Buckmaster, Barbara Gail 1. Effects of web reinforcing on torsional behavior of prestressed concrete memebers . [Masters Thesis]. University of Arizona; 1966. Available from: http://hdl.handle.net/10150/347576


University of Hong Kong

27. 葉慶倫. Serviceability performance of prestressed concrete buildings taking into account long-term behavior.

Degree: 2012, University of Hong Kong

 A common problem faced by engineers nowadays is the restriction on structural member dimensions due to architectural and spatial concerns. Such restrictions have resulted in… (more)

Subjects/Keywords: Prestressed concrete construction.

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APA (6th Edition):

葉慶倫.. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/173878

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

Chicago Manual of Style (16th Edition):

葉慶倫.. “Serviceability performance of prestressed concrete buildings taking into account long-term behavior.” 2012. Thesis, University of Hong Kong. Accessed October 31, 2020. http://hdl.handle.net/10722/173878.

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

MLA Handbook (7th Edition):

葉慶倫.. “Serviceability performance of prestressed concrete buildings taking into account long-term behavior.” 2012. Web. 31 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

葉慶倫.. Serviceability performance of prestressed concrete buildings taking into account long-term behavior. [Internet] [Thesis]. University of Hong Kong; 2012. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/10722/173878.

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

Council of Science Editors:

葉慶倫.. Serviceability performance of prestressed concrete buildings taking into account long-term behavior. [Thesis]. University of Hong Kong; 2012. Available from: http://hdl.handle.net/10722/173878

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


Georgia Tech

28. Mink, Frank A. An experimental investigation of the 'preflex' ̓method of prestressing concrete.

Degree: MS, Civil engineering, 1955, Georgia Tech

Subjects/Keywords: Prestressed concrete Testing

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APA (6th Edition):

Mink, F. A. (1955). An experimental investigation of the 'preflex' ̓method of prestressing concrete. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/20186

Chicago Manual of Style (16th Edition):

Mink, Frank A. “An experimental investigation of the 'preflex' ̓method of prestressing concrete.” 1955. Masters Thesis, Georgia Tech. Accessed October 31, 2020. http://hdl.handle.net/1853/20186.

MLA Handbook (7th Edition):

Mink, Frank A. “An experimental investigation of the 'preflex' ̓method of prestressing concrete.” 1955. Web. 31 Oct 2020.

Vancouver:

Mink FA. An experimental investigation of the 'preflex' ̓method of prestressing concrete. [Internet] [Masters thesis]. Georgia Tech; 1955. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/1853/20186.

Council of Science Editors:

Mink FA. An experimental investigation of the 'preflex' ̓method of prestressing concrete. [Masters Thesis]. Georgia Tech; 1955. Available from: http://hdl.handle.net/1853/20186


University of Florida

29. Diaz Acosta, Glenda E. Evaluation of End Region Crack Control Using Fiber Reinforced Concrete.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2019, University of Florida

 In prestressed bridge girders, end region reinforcement and partial strand debonding are typically used to control cracking caused by high tensile stresses that occur due… (more)

Subjects/Keywords: concrete  – cracking  – fea  – fiber-reinforced  – prestressed

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APA (6th Edition):

Diaz Acosta, G. E. (2019). Evaluation of End Region Crack Control Using Fiber Reinforced Concrete. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0056131

Chicago Manual of Style (16th Edition):

Diaz Acosta, Glenda E. “Evaluation of End Region Crack Control Using Fiber Reinforced Concrete.” 2019. Doctoral Dissertation, University of Florida. Accessed October 31, 2020. https://ufdc.ufl.edu/UFE0056131.

MLA Handbook (7th Edition):

Diaz Acosta, Glenda E. “Evaluation of End Region Crack Control Using Fiber Reinforced Concrete.” 2019. Web. 31 Oct 2020.

Vancouver:

Diaz Acosta GE. Evaluation of End Region Crack Control Using Fiber Reinforced Concrete. [Internet] [Doctoral dissertation]. University of Florida; 2019. [cited 2020 Oct 31]. Available from: https://ufdc.ufl.edu/UFE0056131.

Council of Science Editors:

Diaz Acosta GE. Evaluation of End Region Crack Control Using Fiber Reinforced Concrete. [Doctoral Dissertation]. University of Florida; 2019. Available from: https://ufdc.ufl.edu/UFE0056131


University of Hong Kong

30. Chung, Hung-wan. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.

Degree: 1963, University of Hong Kong

Subjects/Keywords: Prestressed concrete.; Girders.

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APA (6th Edition):

Chung, H. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/36985

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):

Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Thesis, University of Hong Kong. Accessed October 31, 2020. http://hdl.handle.net/10722/36985.

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

MLA Handbook (7th Edition):

Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Web. 31 Oct 2020.

Vancouver:

Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Internet] [Thesis]. University of Hong Kong; 1963. [cited 2020 Oct 31]. Available from: http://hdl.handle.net/10722/36985.

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

Council of Science Editors:

Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Thesis]. University of Hong Kong; 1963. Available from: http://hdl.handle.net/10722/36985

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

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