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You searched for subject:(Prestressed Concrete). Showing records 1 – 30 of 575 total matches.

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University of Hong Kong

1. Yip, Hing-lun. Serviceability performance of prestressed concrete buildings taking into account long-term behavior.

Degree: M. Phil., 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):

Yip, H. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Masters Thesis). University of Hong Kong. Retrieved from Yip, H. [葉慶倫]. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833008 ; http://dx.doi.org/10.5353/th_b4833008 ; http://hdl.handle.net/10722/173878

Chicago Manual of Style (16th Edition):

Yip, Hing-lun. “Serviceability performance of prestressed concrete buildings taking into account long-term behavior.” 2012. Masters Thesis, University of Hong Kong. Accessed November 17, 2019. Yip, H. [葉慶倫]. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833008 ; http://dx.doi.org/10.5353/th_b4833008 ; http://hdl.handle.net/10722/173878.

MLA Handbook (7th Edition):

Yip, Hing-lun. “Serviceability performance of prestressed concrete buildings taking into account long-term behavior.” 2012. Web. 17 Nov 2019.

Vancouver:

Yip H. Serviceability performance of prestressed concrete buildings taking into account long-term behavior. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2019 Nov 17]. Available from: Yip, H. [葉慶倫]. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833008 ; http://dx.doi.org/10.5353/th_b4833008 ; http://hdl.handle.net/10722/173878.

Council of Science Editors:

Yip H. Serviceability performance of prestressed concrete buildings taking into account long-term behavior. [Masters Thesis]. University of Hong Kong; 2012. Available from: Yip, H. [葉慶倫]. (2012). Serviceability performance of prestressed concrete buildings taking into account long-term behavior. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4833008 ; http://dx.doi.org/10.5353/th_b4833008 ; http://hdl.handle.net/10722/173878


Ryerson University

2. 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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Aslau S. Corrosion induced deterioration in prestressed concrete structures. [Internet] [Thesis]. Ryerson University; 2009. [cited 2019 Nov 17]. 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

3. 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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Unal, Gonca 1. Simplified prediction equation for ultimate stress in beams prestressed with hybrid tendons. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Nov 17]. 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


University of Hong Kong

4. Chen, Jingtao. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).

Degree: M. Phil., 2015, University of Hong Kong

Prebored precast prestressed concrete pile (PPPCP) is a new pile type imported from Japan to Macau. During the construction of PPPCP, the soil at the… (more)

Subjects/Keywords: Concrete piling; Prestressed concrete construction

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APA (6th Edition):

Chen, J. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Masters Thesis). University of Hong Kong. Retrieved from Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016

Chicago Manual of Style (16th Edition):

Chen, Jingtao. “Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).” 2015. Masters Thesis, University of Hong Kong. Accessed November 17, 2019. Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016.

MLA Handbook (7th Edition):

Chen, Jingtao. “Engineering behavior of prebored precast prestressed concrete piles (PPPCPs).” 2015. Web. 17 Nov 2019.

Vancouver:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2019 Nov 17]. Available from: Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016.

Council of Science Editors:

Chen J. Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). [Masters Thesis]. University of Hong Kong; 2015. Available from: Chen, J. [陈静涛]. (2015). Engineering behavior of prebored precast prestressed concrete piles (PPPCPs). (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5699950 ; http://hdl.handle.net/10722/223016


Rutgers University

5. Abu-Obeidah, Adi, 1987-. Flexural behavior of concrete beams prestressed with bonded and unbonded tendons.

Degree: PhD, Civil and Environmental Engineering, 2017, Rutgers University

The use of unbonded tendons in prestressed concrete beams has been widely utilized in bridges, parking structures, and residential buildings for strengthening, rehabilitation or repair… (more)

Subjects/Keywords: Tendons (Prestressed concrete); Concrete beams

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APA (6th Edition):

Abu-Obeidah, Adi, 1. (2017). Flexural behavior of concrete beams prestressed with bonded and unbonded tendons. (Doctoral Dissertation). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/53065/

Chicago Manual of Style (16th Edition):

Abu-Obeidah, Adi, 1987-. “Flexural behavior of concrete beams prestressed with bonded and unbonded tendons.” 2017. Doctoral Dissertation, Rutgers University. Accessed November 17, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/53065/.

MLA Handbook (7th Edition):

Abu-Obeidah, Adi, 1987-. “Flexural behavior of concrete beams prestressed with bonded and unbonded tendons.” 2017. Web. 17 Nov 2019.

Vancouver:

Abu-Obeidah, Adi 1. Flexural behavior of concrete beams prestressed with bonded and unbonded tendons. [Internet] [Doctoral dissertation]. Rutgers University; 2017. [cited 2019 Nov 17]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/53065/.

Council of Science Editors:

Abu-Obeidah, Adi 1. Flexural behavior of concrete beams prestressed with bonded and unbonded tendons. [Doctoral Dissertation]. Rutgers University; 2017. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/53065/


Texas A&M University

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

Degree: 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. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/150929

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):

Parkar, Anagha 1984-. “Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project.” 2011. Thesis, Texas A&M University. Accessed November 17, 2019. http://hdl.handle.net/1969.1/150929.

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

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. 17 Nov 2019.

Vancouver:

Parkar A1. Design and Development of a Continuous Precast Prestressed Concrete Bridge System for the Multimodal Freight Shuttle Project. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1969.1/150929.

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

Council of Science Editors:

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

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


University of Hong Kong

7. Huang, John. Experimental work on prestressed concrete beams.

Degree: MSin Engineering, 1953, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Prestressed concrete.

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APA (6th Edition):

Huang, J. (1953). Experimental work on prestressed concrete beams. (Masters Thesis). University of Hong Kong. Retrieved from Huang, J. [黃宗興]. (1953). Experimental work on prestressed concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125183 ; http://dx.doi.org/10.5353/th_b3125183 ; http://hdl.handle.net/10722/36905

Chicago Manual of Style (16th Edition):

Huang, John. “Experimental work on prestressed concrete beams.” 1953. Masters Thesis, University of Hong Kong. Accessed November 17, 2019. Huang, J. [黃宗興]. (1953). Experimental work on prestressed concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125183 ; http://dx.doi.org/10.5353/th_b3125183 ; http://hdl.handle.net/10722/36905.

MLA Handbook (7th Edition):

Huang, John. “Experimental work on prestressed concrete beams.” 1953. Web. 17 Nov 2019.

Vancouver:

Huang J. Experimental work on prestressed concrete beams. [Internet] [Masters thesis]. University of Hong Kong; 1953. [cited 2019 Nov 17]. Available from: Huang, J. [黃宗興]. (1953). Experimental work on prestressed concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125183 ; http://dx.doi.org/10.5353/th_b3125183 ; http://hdl.handle.net/10722/36905.

Council of Science Editors:

Huang J. Experimental work on prestressed concrete beams. [Masters Thesis]. University of Hong Kong; 1953. Available from: Huang, J. [黃宗興]. (1953). Experimental work on prestressed concrete beams. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125183 ; http://dx.doi.org/10.5353/th_b3125183 ; http://hdl.handle.net/10722/36905


Montana State University

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

Degree: 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. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5224

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):

Gonsior, Michael J. “The effect of prestress on concrete durability.” 1965. Thesis, Montana State University. Accessed November 17, 2019. https://scholarworks.montana.edu/xmlui/handle/1/5224.

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

MLA Handbook (7th Edition):

Gonsior, Michael J. “The effect of prestress on concrete durability.” 1965. Web. 17 Nov 2019.

Vancouver:

Gonsior MJ. The effect of prestress on concrete durability. [Internet] [Thesis]. Montana State University; 1965. [cited 2019 Nov 17]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5224.

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

Council of Science Editors:

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

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


Oregon State University

9. 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 November 17, 2019. http://hdl.handle.net/1957/50545.

MLA Handbook (7th Edition):

Beecroft, Gordon W. “Creep and shrinkage of lightweight concrete in prestressed applications.” 1960. Web. 17 Nov 2019.

Vancouver:

Beecroft GW. Creep and shrinkage of lightweight concrete in prestressed applications. [Internet] [Masters thesis]. Oregon State University; 1960. [cited 2019 Nov 17]. 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 British Columbia

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

Degree: 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 . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/38388

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):

Suryaprakasam, Kunapuli. “Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members .” 1963. Thesis, University of British Columbia. Accessed November 17, 2019. http://hdl.handle.net/2429/38388.

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

MLA Handbook (7th Edition):

Suryaprakasam, Kunapuli. “Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members .” 1963. Web. 17 Nov 2019.

Vancouver:

Suryaprakasam K. Investigation of bond in 3/8 inch diameter strand for pretensioned concrete members . [Internet] [Thesis]. University of British Columbia; 1963. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2429/38388.

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

Council of Science Editors:

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

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


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: 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 ; 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 November 17, 2019. https://www.repository.cam.ac.uk/handle/1810/270196 ; 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. 17 Nov 2019.

Vancouver:

Sivanendran S. CFRP prestressed concrete exposed to moisture. [Internet] [Doctoral dissertation]. University of Cambridge; 2017. [cited 2019 Nov 17]. Available from: https://www.repository.cam.ac.uk/handle/1810/270196 ; 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://www.repository.cam.ac.uk/handle/1810/270196 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744380


Delft University of Technology

12. De Rooij, R.F.C. 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. “Loading capacity of laterally restrained prestressed concrete slabs:.” 2011. Masters Thesis, Delft University of Technology. Accessed November 17, 2019. http://resolver.tudelft.nl/uuid:bf3dcd94-c512-4849-9bbc-ccf3b0913925.

MLA Handbook (7th Edition):

De Rooij, R F C. “Loading capacity of laterally restrained prestressed concrete slabs:.” 2011. Web. 17 Nov 2019.

Vancouver:

De Rooij RFC. Loading capacity of laterally restrained prestressed concrete slabs:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Nov 17]. 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 Cambridge

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

Degree: 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 . (Thesis). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/270196

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):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture .” 2017. Thesis, University of Cambridge. Accessed November 17, 2019. https://www.repository.cam.ac.uk/handle/1810/270196.

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

MLA Handbook (7th Edition):

Sivanendran, Shobana. “CFRP Prestressed Concrete Exposed to Moisture .” 2017. Web. 17 Nov 2019.

Vancouver:

Sivanendran S. CFRP Prestressed Concrete Exposed to Moisture . [Internet] [Thesis]. University of Cambridge; 2017. [cited 2019 Nov 17]. Available from: https://www.repository.cam.ac.uk/handle/1810/270196.

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

Council of Science Editors:

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

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


Kansas State University

14. Bodapati, Naga Narendra Babu. A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties.

Degree: PhD, Department of Civil Engineering, 2018, Kansas State University

 A comprehensive study was conducted to determine the variation in transfer length of pre-tensioned prestressed concrete railroad ties with different parameters, including prestressing steel type… (more)

Subjects/Keywords: Prestressed concrete; Transfer length; Crossties

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APA (6th Edition):

Bodapati, N. N. B. (2018). A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/38627

Chicago Manual of Style (16th Edition):

Bodapati, Naga Narendra Babu. “A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties.” 2018. Doctoral Dissertation, Kansas State University. Accessed November 17, 2019. http://hdl.handle.net/2097/38627.

MLA Handbook (7th Edition):

Bodapati, Naga Narendra Babu. “A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties.” 2018. Web. 17 Nov 2019.

Vancouver:

Bodapati NNB. A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties. [Internet] [Doctoral dissertation]. Kansas State University; 2018. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2097/38627.

Council of Science Editors:

Bodapati NNB. A comprehensive study of prestressing steel and concrete variables affecting transfer length in pre-tensioned concrete crossties. [Doctoral Dissertation]. Kansas State University; 2018. Available from: http://hdl.handle.net/2097/38627


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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Higgs AT. Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders. [Internet] [Masters thesis]. Utah State University; 2013. [cited 2019 Nov 17]. 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


University of Manitoba

16. 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 November 17, 2019. http://hdl.handle.net/1993/8902.

MLA Handbook (7th Edition):

Nabipaylashgari, Mirpayam. “Shear Strength of Concrete Beams Prestressed with CFRP Cables.” 2012. Web. 17 Nov 2019.

Vancouver:

Nabipaylashgari M. Shear Strength of Concrete Beams Prestressed with CFRP Cables. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2019 Nov 17]. 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


University of Hong Kong

17. Zhang, Li. Analysis of bonded post-tensioned concrete flat slab in and after fire.

Degree: PhD, 2017, University of Hong Kong

 Bonded post-tensioned concrete slabs have been widely used in buildings with the advantages of economy and large span-to-depth ratio compared to the traditional reinforced concrete(more)

Subjects/Keywords: Post-tensioned prestressed concrete construction; Concrete slabs

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APA (6th Edition):

Zhang, L. (2017). Analysis of bonded post-tensioned concrete flat slab in and after fire. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/244329

Chicago Manual of Style (16th Edition):

Zhang, Li. “Analysis of bonded post-tensioned concrete flat slab in and after fire.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed November 17, 2019. http://hdl.handle.net/10722/244329.

MLA Handbook (7th Edition):

Zhang, Li. “Analysis of bonded post-tensioned concrete flat slab in and after fire.” 2017. Web. 17 Nov 2019.

Vancouver:

Zhang L. Analysis of bonded post-tensioned concrete flat slab in and after fire. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10722/244329.

Council of Science Editors:

Zhang L. Analysis of bonded post-tensioned concrete flat slab in and after fire. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/244329


Michigan State University

18. 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 November 17, 2019. http://etd.lib.msu.edu/islandora/object/etd:9734.

MLA Handbook (7th Edition):

Galezewski, Steven E. “Prestressed concrete.” 1954. Web. 17 Nov 2019.

Vancouver:

Galezewski SE. Prestressed concrete. [Internet] [Masters thesis]. Michigan State University; 1954. [cited 2019 Nov 17]. 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

19. 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 (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 November 17, 2019. 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. 17 Nov 2019.

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 2019 Nov 17]. 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

20. 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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Castaneda CF. Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Nov 17]. 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


University of New Mexico

21. Reinhardt, Aaron. Macro and nanocreep of self-consolidating concrete.

Degree: Civil Engineering, 2010, University of New Mexico

 Self-consolidating concrete (SCC) is a concrete that can flow under its own weight, easily filling forms with highly congested reinforcement. Due to its fresh properties,… (more)

Subjects/Keywords: Self-consolidating concrete – Creep; Vibrated concrete – Creep; Concrete – Expansion and contraction; Precast concrete; Prestressed concrete

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APA (6th Edition):

Reinhardt, A. (2010). Macro and nanocreep of self-consolidating concrete. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10845

Chicago Manual of Style (16th Edition):

Reinhardt, Aaron. “Macro and nanocreep of self-consolidating concrete.” 2010. Masters Thesis, University of New Mexico. Accessed November 17, 2019. http://hdl.handle.net/1928/10845.

MLA Handbook (7th Edition):

Reinhardt, Aaron. “Macro and nanocreep of self-consolidating concrete.” 2010. Web. 17 Nov 2019.

Vancouver:

Reinhardt A. Macro and nanocreep of self-consolidating concrete. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1928/10845.

Council of Science Editors:

Reinhardt A. Macro and nanocreep of self-consolidating concrete. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10845


University of Oklahoma

22. 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 (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 November 17, 2019. 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. 17 Nov 2019.

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 2019 Nov 17]. 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


Kansas State University

23. 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 November 17, 2019. 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. 17 Nov 2019.

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 2019 Nov 17]. 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 Hong Kong

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

Degree: MSin Engineering, 1963, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Prestressed concrete.; Girders.

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APA (6th Edition):

鍾鴻穩; Chung, H. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Masters Thesis). University of Hong Kong. Retrieved from Chung, H. [鍾鴻穩]. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125189 ; http://dx.doi.org/10.5353/th_b3125189 ; http://hdl.handle.net/10722/36985

Chicago Manual of Style (16th Edition):

鍾鴻穩; Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Masters Thesis, University of Hong Kong. Accessed November 17, 2019. Chung, H. [鍾鴻穩]. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125189 ; http://dx.doi.org/10.5353/th_b3125189 ; http://hdl.handle.net/10722/36985.

MLA Handbook (7th Edition):

鍾鴻穩; Chung, Hung-wan. “Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear.” 1963. Web. 17 Nov 2019.

Vancouver:

鍾鴻穩; Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Internet] [Masters thesis]. University of Hong Kong; 1963. [cited 2019 Nov 17]. Available from: Chung, H. [鍾鴻穩]. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125189 ; http://dx.doi.org/10.5353/th_b3125189 ; http://hdl.handle.net/10722/36985.

Council of Science Editors:

鍾鴻穩; Chung H. Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. [Masters Thesis]. University of Hong Kong; 1963. Available from: Chung, H. [鍾鴻穩]. (1963). Ultimate strength and deformation of rectangular prestressed concrete beams subjected to combined bending and shear. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125189 ; http://dx.doi.org/10.5353/th_b3125189 ; http://hdl.handle.net/10722/36985


University of Hong Kong

25. Chen, Xiachun. Full-range behaviour of prestressed concrete bridges with corrugated steel webs.

Degree: PhD, 2016, University of Hong Kong

 Bridge engineers and researchers have been looking for efficient structural forms under the performance-based concept to satisfy various attributes, including serviceability, safety, economy, constructability, durability,… (more)

Subjects/Keywords: Prestressed concrete bridges - Design and construction

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APA (6th Edition):

Chen, X. (2016). Full-range behaviour of prestressed concrete bridges with corrugated steel webs. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235918

Chicago Manual of Style (16th Edition):

Chen, Xiachun. “Full-range behaviour of prestressed concrete bridges with corrugated steel webs.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed November 17, 2019. http://hdl.handle.net/10722/235918.

MLA Handbook (7th Edition):

Chen, Xiachun. “Full-range behaviour of prestressed concrete bridges with corrugated steel webs.” 2016. Web. 17 Nov 2019.

Vancouver:

Chen X. Full-range behaviour of prestressed concrete bridges with corrugated steel webs. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10722/235918.

Council of Science Editors:

Chen X. Full-range behaviour of prestressed concrete bridges with corrugated steel webs. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235918


Montana State University

26. Vira, Khimji N. Energy dissipation in prestressed concrete beams.

Degree: College of Engineering, 1964, Montana State University

Subjects/Keywords: Girders.; Prestressed concrete.

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APA (6th Edition):

Vira, K. N. (1964). Energy dissipation in prestressed concrete beams. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/6265

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):

Vira, Khimji N. “Energy dissipation in prestressed concrete beams.” 1964. Thesis, Montana State University. Accessed November 17, 2019. https://scholarworks.montana.edu/xmlui/handle/1/6265.

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

MLA Handbook (7th Edition):

Vira, Khimji N. “Energy dissipation in prestressed concrete beams.” 1964. Web. 17 Nov 2019.

Vancouver:

Vira KN. Energy dissipation in prestressed concrete beams. [Internet] [Thesis]. Montana State University; 1964. [cited 2019 Nov 17]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6265.

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

Council of Science Editors:

Vira KN. Energy dissipation in prestressed concrete beams. [Thesis]. Montana State University; 1964. Available from: https://scholarworks.montana.edu/xmlui/handle/1/6265

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


Oregon State University

27. 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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Stephens CT. Biaxial bending of concrete members with applications to prestressed concrete power poles. [Internet] [Doctoral dissertation]. Oregon State University; 1970. [cited 2019 Nov 17]. 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


Kansas State University

28. Dinges, Tyson. The history of prestressed concrete: 1888 to 1963.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

 The concept of prestressed concrete appeared in 1888 when P.H. Jackson was granted the first patent in the United States for prestressed concrete design. Jackson’s… (more)

Subjects/Keywords: history of prestressed concrete; Engineering, Civil (0543)

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APA (6th Edition):

Dinges, T. (2009). The history of prestressed concrete: 1888 to 1963. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1439

Chicago Manual of Style (16th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Masters Thesis, Kansas State University. Accessed November 17, 2019. http://hdl.handle.net/2097/1439.

MLA Handbook (7th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Web. 17 Nov 2019.

Vancouver:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2097/1439.

Council of Science Editors:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1439


Kansas State University

29. Holste, Joseph Robert. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 This thesis details findings from testing done to determine bond and time-dependent characteristics of two lightweight concrete mixes. The lightweight mixes were tested to possibly… (more)

Subjects/Keywords: lightweight; concrete; prestressed; SCC; Engineering, Civil (0543)

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APA (6th Edition):

Holste, J. R. (2010). Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/6998

Chicago Manual of Style (16th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Masters Thesis, Kansas State University. Accessed November 17, 2019. http://hdl.handle.net/2097/6998.

MLA Handbook (7th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Web. 17 Nov 2019.

Vancouver:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2097/6998.

Council of Science Editors:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/6998


Oklahoma State University

30. Alwehaidah, Nasser M. Development of Precast, Prestressed Concrete Pavement Technology.

Degree: Civil & Environmental Engineering, 2013, Oklahoma State University

 Precast prestressed concrete pavement (PPCP) can provide many advantages over other pavement alternatives whether asphalt or concrete. The possible advantages are thinner pavement, faster construction,… (more)

Subjects/Keywords: concrete; pavement; post-tension; ppcp; precast; prestressed

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APA (6th Edition):

Alwehaidah, N. M. (2013). Development of Precast, Prestressed Concrete Pavement Technology. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14695

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):

Alwehaidah, Nasser M. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Thesis, Oklahoma State University. Accessed November 17, 2019. http://hdl.handle.net/11244/14695.

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

MLA Handbook (7th Edition):

Alwehaidah, Nasser M. “Development of Precast, Prestressed Concrete Pavement Technology.” 2013. Web. 17 Nov 2019.

Vancouver:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11244/14695.

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

Council of Science Editors:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Thesis]. Oklahoma State University; 2013. Available from: http://hdl.handle.net/11244/14695

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

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