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You searched for subject:(post tensioned). Showing records 1 – 30 of 112 total matches.

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University of New South Wales

1. Soe, Khin. Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction.

Degree: Aerospace, 2012, University of New South Wales

 The temporary formwork system is one of the most important features of construction interms of safety and economy, especially in multi-storey buildings for which post-tensioned(more)

Subjects/Keywords: multistorey; post tensioned slabs; formwork

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APA (6th Edition):

Soe, K. (2012). Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/52056 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10726/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Soe, Khin. “Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction.” 2012. Doctoral Dissertation, University of New South Wales. Accessed September 24, 2020. http://handle.unsw.edu.au/1959.4/52056 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10726/SOURCE01?view=true.

MLA Handbook (7th Edition):

Soe, Khin. “Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction.” 2012. Web. 24 Sep 2020.

Vancouver:

Soe K. Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2020 Sep 24]. Available from: http://handle.unsw.edu.au/1959.4/52056 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10726/SOURCE01?view=true.

Council of Science Editors:

Soe K. Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction. [Doctoral Dissertation]. University of New South Wales; 2012. Available from: http://handle.unsw.edu.au/1959.4/52056 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10726/SOURCE01?view=true


University of Manitoba

2. Al-hayek, Hanan. Flexural behaviour of post-tensioned timber beams.

Degree: Civil Engineering, 2014, University of Manitoba

 An experimental program was carried out to investigate the effect of post-tensioning on timber beams and the performance of timber bridge decks with post-tensioned stringers.… (more)

Subjects/Keywords: timber; post-tensioned; beams; CFRP

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APA (6th Edition):

Al-hayek, H. (2014). Flexural behaviour of post-tensioned timber beams. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23968

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):

Al-hayek, Hanan. “Flexural behaviour of post-tensioned timber beams.” 2014. Thesis, University of Manitoba. Accessed September 24, 2020. http://hdl.handle.net/1993/23968.

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

MLA Handbook (7th Edition):

Al-hayek, Hanan. “Flexural behaviour of post-tensioned timber beams.” 2014. Web. 24 Sep 2020.

Vancouver:

Al-hayek H. Flexural behaviour of post-tensioned timber beams. [Internet] [Thesis]. University of Manitoba; 2014. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1993/23968.

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

Council of Science Editors:

Al-hayek H. Flexural behaviour of post-tensioned timber beams. [Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23968

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


University of Minnesota

3. Bray, Jacob. Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements.

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

 Cementitious grout has proven to be an effective corrosion protection method in post-tensioning systems. While successful grouting has been used in numerous post-tensioned (PT) bridges,… (more)

Subjects/Keywords: Density; Grout; Post-tensioned

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APA (6th Edition):

Bray, J. (2019). Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/202902

Chicago Manual of Style (16th Edition):

Bray, Jacob. “Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements.” 2019. Masters Thesis, University of Minnesota. Accessed September 24, 2020. http://hdl.handle.net/11299/202902.

MLA Handbook (7th Edition):

Bray, Jacob. “Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements.” 2019. Web. 24 Sep 2020.

Vancouver:

Bray J. Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements. [Internet] [Masters thesis]. University of Minnesota; 2019. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/11299/202902.

Council of Science Editors:

Bray J. Quality Control Of Grouting For Post-Tensioned Tendons: In-Line Density Measurements. [Masters Thesis]. University of Minnesota; 2019. Available from: http://hdl.handle.net/11299/202902


Texas A&M University

4. Kelley, Lauren Elizabeth. Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 Nuclear containment facilities in the US are quickly approaching the end of their design lives. However, due to the need for energy and the staggering… (more)

Subjects/Keywords: Creep; Nuclear Containment Vessels; Post-Tensioned Walls

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APA (6th Edition):

Kelley, L. E. (2018). Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173604

Chicago Manual of Style (16th Edition):

Kelley, Lauren Elizabeth. “Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls.” 2018. Masters Thesis, Texas A&M University. Accessed September 24, 2020. http://hdl.handle.net/1969.1/173604.

MLA Handbook (7th Edition):

Kelley, Lauren Elizabeth. “Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls.” 2018. Web. 24 Sep 2020.

Vancouver:

Kelley LE. Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1969.1/173604.

Council of Science Editors:

Kelley LE. Large Scale Specimen Design and Creep Analysis for Nuclear Containment Concrete Walls. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173604


Penn State University

5. Ota, Hiroki. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines .

Degree: 2011, Penn State University

 The Bolt-A-Blok wall system is an innovative dry-stacked, post-tensioned masonry system. Tests were conducted to study the behavior of the wall system and to develop… (more)

Subjects/Keywords: Post-tensioned; dry-stacked masonry; masonry

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APA (6th Edition):

Ota, H. (2011). Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/12276

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):

Ota, Hiroki. “Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines .” 2011. Thesis, Penn State University. Accessed September 24, 2020. https://submit-etda.libraries.psu.edu/catalog/12276.

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

MLA Handbook (7th Edition):

Ota, Hiroki. “Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines .” 2011. Web. 24 Sep 2020.

Vancouver:

Ota H. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines . [Internet] [Thesis]. Penn State University; 2011. [cited 2020 Sep 24]. Available from: https://submit-etda.libraries.psu.edu/catalog/12276.

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

Council of Science Editors:

Ota H. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines . [Thesis]. Penn State University; 2011. Available from: https://submit-etda.libraries.psu.edu/catalog/12276

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


Virginia Tech

6. Rosenthal, Joshua Thomas. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Load testing was performed on a one-third scale model steel fiber reinforced concrete (SFRC) post-tensioned flat plate. Post-tensioned flat plates are a type of concrete… (more)

Subjects/Keywords: post-tensioned; flat plates; steel fibers; SFRC

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APA (6th Edition):

Rosenthal, J. T. (2019). Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/92871

Chicago Manual of Style (16th Edition):

Rosenthal, Joshua Thomas. “Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.” 2019. Masters Thesis, Virginia Tech. Accessed September 24, 2020. http://hdl.handle.net/10919/92871.

MLA Handbook (7th Edition):

Rosenthal, Joshua Thomas. “Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.” 2019. Web. 24 Sep 2020.

Vancouver:

Rosenthal JT. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/10919/92871.

Council of Science Editors:

Rosenthal JT. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/92871


Iowa State University

7. Eull, Jacob Nolan. Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement.

Degree: 2018, Iowa State University

 The main purpose of the minimum flexural reinforcement requirement is to ensure that a structural member possesses sufficient strength and ductility. If the minimum requirement… (more)

Subjects/Keywords: flexural; minimum; post-tensioned; segmental; Civil Engineering

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APA (6th Edition):

Eull, J. N. (2018). Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/16808

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):

Eull, Jacob Nolan. “Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement.” 2018. Thesis, Iowa State University. Accessed September 24, 2020. https://lib.dr.iastate.edu/etd/16808.

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

MLA Handbook (7th Edition):

Eull, Jacob Nolan. “Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement.” 2018. Web. 24 Sep 2020.

Vancouver:

Eull JN. Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement. [Internet] [Thesis]. Iowa State University; 2018. [cited 2020 Sep 24]. Available from: https://lib.dr.iastate.edu/etd/16808.

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

Council of Science Editors:

Eull JN. Performance of segmental post-tensioned concrete girders with minimum flexural reinforcement. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/16808

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


Addis Ababa University

8. Dereje, Gudeta. ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE .

Degree: 2015, Addis Ababa University

 ABSTRACT Significant traffic and congestion across urban areas, as well as waterways, create a demand for long-span bridges. The construction of these longer spans plays… (more)

Subjects/Keywords: POST-TENSIONED CONCRETE RAILWAY BRIDGE; ECONOMICAL SPAN COMBINATION

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APA (6th Edition):

Dereje, G. (2015). ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/7072

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):

Dereje, Gudeta. “ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE .” 2015. Thesis, Addis Ababa University. Accessed September 24, 2020. http://etd.aau.edu.et/dspace/handle/123456789/7072.

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

MLA Handbook (7th Edition):

Dereje, Gudeta. “ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE .” 2015. Web. 24 Sep 2020.

Vancouver:

Dereje G. ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2020 Sep 24]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7072.

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

Council of Science Editors:

Dereje G. ECONOMICAL SPAN COMBINATION AND SECTION FOR A THREE SPAN CONTINUOUS POST-TENSIONED CONCRETE RAILWAY BRIDGE . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/7072

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


University of Oklahoma

9. Huang, Yu. FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES.

Degree: PhD, 2012, University of Oklahoma

 In addition to the study of modeling techniques, three practical engineering problems were investigated through the proposed FEM. The investigated problems include: (1) punching shear… (more)

Subjects/Keywords: Post-tensioned prestressed concrete; Concrete construction; Finite element method

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APA (6th Edition):

Huang, Y. (2012). FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319136

Chicago Manual of Style (16th Edition):

Huang, Yu. “FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES.” 2012. Doctoral Dissertation, University of Oklahoma. Accessed September 24, 2020. http://hdl.handle.net/11244/319136.

MLA Handbook (7th Edition):

Huang, Yu. “FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES.” 2012. Web. 24 Sep 2020.

Vancouver:

Huang Y. FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES. [Internet] [Doctoral dissertation]. University of Oklahoma; 2012. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/11244/319136.

Council of Science Editors:

Huang Y. FINITE ELEMENT METHOD FOR POST-TENSIONED PRESTRESSED CONCRETE STRUCTURES. [Doctoral Dissertation]. University of Oklahoma; 2012. Available from: http://hdl.handle.net/11244/319136


University of Edinburgh

10. Lee, James Alistair. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.

Degree: PhD, 2016, University of Edinburgh

 Due to the unbonded nature of tendons to the slab within Unbonded Post Tensioned (UPT) concrete structures, tendon stress relaxation under heating affects all regions… (more)

Subjects/Keywords: 624.1; numerical modelling; concrete; prestressing steel; creep; unbonded post-tensioned structures

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APA (6th Edition):

Lee, J. A. (2016). Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/20964

Chicago Manual of Style (16th Edition):

Lee, James Alistair. “Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.” 2016. Doctoral Dissertation, University of Edinburgh. Accessed September 24, 2020. http://hdl.handle.net/1842/20964.

MLA Handbook (7th Edition):

Lee, James Alistair. “Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.” 2016. Web. 24 Sep 2020.

Vancouver:

Lee JA. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. [Internet] [Doctoral dissertation]. University of Edinburgh; 2016. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1842/20964.

Council of Science Editors:

Lee JA. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. [Doctoral Dissertation]. University of Edinburgh; 2016. Available from: http://hdl.handle.net/1842/20964


University of Toronto

11. Zwerling, Nicholas. Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge.

Degree: 2013, University of Toronto

A 1:5 scale model of an externally post-tensioned, segmental, double-T bridge was designed, built, and tested. The behaviour of the model was observed under sustained,… (more)

Subjects/Keywords: Post-tensioned; Bridge; Scale; Segmental; Double T; 0543

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APA (6th Edition):

Zwerling, N. (2013). Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/70546

Chicago Manual of Style (16th Edition):

Zwerling, Nicholas. “Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge.” 2013. Masters Thesis, University of Toronto. Accessed September 24, 2020. http://hdl.handle.net/1807/70546.

MLA Handbook (7th Edition):

Zwerling, Nicholas. “Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge.” 2013. Web. 24 Sep 2020.

Vancouver:

Zwerling N. Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1807/70546.

Council of Science Editors:

Zwerling N. Design, Construction, and Testing of a 1:5 Scale, Externally Post-tensioned, Segmental, Double T Bridge. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/70546


Luleå University of Technology

12. Ordiales, Jaime Tomás. Finite Element Analysis of Post-Tensioned Concrete Trough Bridges.

Degree: 2015, Luleå University of Technology

The demands on civil structures have increased during recent years.Many structures are required to carry higher loads and larger trafficflows than what they originally… (more)

Subjects/Keywords: Technology; Finite Element Analysis; FEM; Post-Tensioned; Concrete Trough Bridges; Teknik

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APA (6th Edition):

Ordiales, J. T. (2015). Finite Element Analysis of Post-Tensioned Concrete Trough Bridges. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-55740

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):

Ordiales, Jaime Tomás. “Finite Element Analysis of Post-Tensioned Concrete Trough Bridges.” 2015. Thesis, Luleå University of Technology. Accessed September 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-55740.

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

MLA Handbook (7th Edition):

Ordiales, Jaime Tomás. “Finite Element Analysis of Post-Tensioned Concrete Trough Bridges.” 2015. Web. 24 Sep 2020.

Vancouver:

Ordiales JT. Finite Element Analysis of Post-Tensioned Concrete Trough Bridges. [Internet] [Thesis]. Luleå University of Technology; 2015. [cited 2020 Sep 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-55740.

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

Council of Science Editors:

Ordiales JT. Finite Element Analysis of Post-Tensioned Concrete Trough Bridges. [Thesis]. Luleå University of Technology; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-55740

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


Florida Atlantic University

13. 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 September 24, 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. 24 Sep 2020.

Vancouver:

Castaneda CF. Flexible Filler Corrosion Protection of Unbonded Post-Tension Tendons. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2020 Sep 24]. 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 Canterbury

14. Spellman, Phillip Michael. The Fire Performance of Post-Tensioned Timber Beams.

Degree: Master of Engineering in Fire Engineering, Fire Engineering, 2012, University of Canterbury

Post-tensioned timber frames have recently been undergoing heavy research and development at the University of Canterbury. The recently developed post-tensioned timber system utilises engineering wood… (more)

Subjects/Keywords: Fire; Timber; Prestressed; Post Tensioned; Fire Resistance; STIC

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APA (6th Edition):

Spellman, P. M. (2012). The Fire Performance of Post-Tensioned Timber Beams. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/1904

Chicago Manual of Style (16th Edition):

Spellman, Phillip Michael. “The Fire Performance of Post-Tensioned Timber Beams.” 2012. Masters Thesis, University of Canterbury. Accessed September 24, 2020. http://dx.doi.org/10.26021/1904.

MLA Handbook (7th Edition):

Spellman, Phillip Michael. “The Fire Performance of Post-Tensioned Timber Beams.” 2012. Web. 24 Sep 2020.

Vancouver:

Spellman PM. The Fire Performance of Post-Tensioned Timber Beams. [Internet] [Masters thesis]. University of Canterbury; 2012. [cited 2020 Sep 24]. Available from: http://dx.doi.org/10.26021/1904.

Council of Science Editors:

Spellman PM. The Fire Performance of Post-Tensioned Timber Beams. [Masters Thesis]. University of Canterbury; 2012. Available from: http://dx.doi.org/10.26021/1904


University of Texas – Austin

15. -6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures.

Degree: PhD, Civil engineering, 2020, University of Texas – Austin

 The wall delamination failure of a containment structure at a Florida nuclear power facility was attributed to improper de-tensioning sequence and low quality concrete. Few… (more)

Subjects/Keywords: Delamination behavior; Radial tensile stress; Curved post-tensioned concrete structure; Cylindrical post-tensioned concrete structure; Nuclear containment structure; Prestressed concrete; Nonlinear finite element analysis using shell element

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

APA (6th Edition):

-6071-8458. (2020). Investigating delamination behavior of curved post-tensioned concrete structures. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/9551

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

Chicago Manual of Style (16th Edition):

-6071-8458. “Investigating delamination behavior of curved post-tensioned concrete structures.” 2020. Doctoral Dissertation, University of Texas – Austin. Accessed September 24, 2020. http://dx.doi.org/10.26153/tsw/9551.

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

MLA Handbook (7th Edition):

-6071-8458. “Investigating delamination behavior of curved post-tensioned concrete structures.” 2020. Web. 24 Sep 2020.

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

Vancouver:

-6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2020. [cited 2020 Sep 24]. Available from: http://dx.doi.org/10.26153/tsw/9551.

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

Council of Science Editors:

-6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures. [Doctoral Dissertation]. University of Texas – Austin; 2020. Available from: http://dx.doi.org/10.26153/tsw/9551

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

16. Marques, Ana Carolina. Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência.

Degree: PhD, Engenharia de Estruturas, 2011, University of São Paulo

O concreto auto adensável (CAA) é um material novo cujas propriedades mecânicas precisam ser estudadas. Ele apresenta em sua composição maior quantidade de argamassa e… (more)

Subjects/Keywords: Concreto auto adensável; Concreto protendido; Creep; Fluência; Post-tensioned concrete; Self-compacting concrete

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

APA (6th Edition):

Marques, A. C. (2011). Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-08072011-160707/ ;

Chicago Manual of Style (16th Edition):

Marques, Ana Carolina. “Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência.” 2011. Doctoral Dissertation, University of São Paulo. Accessed September 24, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-08072011-160707/ ;.

MLA Handbook (7th Edition):

Marques, Ana Carolina. “Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência.” 2011. Web. 24 Sep 2020.

Vancouver:

Marques AC. Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência. [Internet] [Doctoral dissertation]. University of São Paulo; 2011. [cited 2020 Sep 24]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-08072011-160707/ ;.

Council of Science Editors:

Marques AC. Concreto auto-adensável: caracterização da evolução das propriedades mecânicas e estudo da sua deformabilidade por solicitação mecânica, retração e fluência. [Doctoral Dissertation]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-08072011-160707/ ;


Texas A&M University

17. Foster, Virginia Rene. Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing.

Degree: MS, Civil Engineering, 2016, Texas A&M University

Post-tensioned (PT) bridge systems have been used for many years and are generally favored by contractors and engineers. This is because they are economical, can… (more)

Subjects/Keywords: post-tensioned; nondestructive testing; ground penetrating radar; infrared thermography; ultrasonic tomography; grout void; tendon duct

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

APA (6th Edition):

Foster, V. R. (2016). Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/187329

Chicago Manual of Style (16th Edition):

Foster, Virginia Rene. “Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing.” 2016. Masters Thesis, Texas A&M University. Accessed September 24, 2020. http://hdl.handle.net/1969.1/187329.

MLA Handbook (7th Edition):

Foster, Virginia Rene. “Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing.” 2016. Web. 24 Sep 2020.

Vancouver:

Foster VR. Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing. [Internet] [Masters thesis]. Texas A&M University; 2016. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1969.1/187329.

Council of Science Editors:

Foster VR. Inspection of Internal Post-Tensioned Tendons Using Nondestructive Testing. [Masters Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/187329

18. García Segura, Tatiana. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria.

Degree: 2016, Universitat Politècnica de València

 [EN] Bridges, as an important component of infrastructure, are expected to meet all the requirements for a modern society. Traditionally, the primary aim in bridge… (more)

Subjects/Keywords: Post-tensioned concrete; Box-girder bridge; Efficient design; Multi-objective optimization; Sustainability

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APA (6th Edition):

García Segura, T. (2016). Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/73147

Chicago Manual of Style (16th Edition):

García Segura, Tatiana. “Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. ” 2016. Doctoral Dissertation, Universitat Politècnica de València. Accessed September 24, 2020. http://hdl.handle.net/10251/73147.

MLA Handbook (7th Edition):

García Segura, Tatiana. “Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. ” 2016. Web. 24 Sep 2020.

Vancouver:

García Segura T. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2016. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/10251/73147.

Council of Science Editors:

García Segura T. Efficient design of post-tensioned concrete box-girder road bridges based on sustainable multi-objective criteria. [Doctoral Dissertation]. Universitat Politècnica de València; 2016. Available from: http://hdl.handle.net/10251/73147


Virginia Tech

19. Brodsky, Rachel Amanda. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.

Degree: MS, Civil Engineering, 2020, Virginia Tech

Post-tensioned concrete uses stressed steel strands to apply a precompression force to concrete structures. This popular building technology can be used to create lighter, stiffer… (more)

Subjects/Keywords: Post-tensioned concrete; Prestress loss; Varina-Enon Bridge; Finite element modeling; Creep; Shrinkage; Thermal gradient

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

APA (6th Edition):

Brodsky, R. A. (2020). Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99398

Chicago Manual of Style (16th Edition):

Brodsky, Rachel Amanda. “Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.” 2020. Masters Thesis, Virginia Tech. Accessed September 24, 2020. http://hdl.handle.net/10919/99398.

MLA Handbook (7th Edition):

Brodsky, Rachel Amanda. “Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model.” 2020. Web. 24 Sep 2020.

Vancouver:

Brodsky RA. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/10919/99398.

Council of Science Editors:

Brodsky RA. Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/99398


KTH

20. Ahmed, Samih. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.

Degree: Concrete Structures, 2018, KTH

The stress ribbon system has numerous advantages, that includes but are not limitedto: increasing overall stiffness, control deflections and reduction of materialsconsumption, which in… (more)

Subjects/Keywords: cable suspended; stress ribbon; roof structure; post-tensioned concrete; SAP2000; Civil Engineering; Samhällsbyggnadsteknik

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

APA (6th Edition):

Ahmed, S. (2018). Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898

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):

Ahmed, Samih. “Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.” 2018. Thesis, KTH. Accessed September 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898.

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

MLA Handbook (7th Edition):

Ahmed, Samih. “Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center.” 2018. Web. 24 Sep 2020.

Vancouver:

Ahmed S. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. [Internet] [Thesis]. KTH; 2018. [cited 2020 Sep 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898.

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

Council of Science Editors:

Ahmed S. Post-tensioned stress ribbon systems in long-span roofs : Case study: Västerås Travel Center. [Thesis]. KTH; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-230898

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


University of Notre Dame

21. Brian James Smith. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.

Degree: Civil Engineering and Geological Sciences, 2012, University of Notre Dame

  The hybrid shear wall system investigated in this dissertation is constructed by stacking rectangular precast concrete wall panels along horizontal joints above the foundation… (more)

Subjects/Keywords: Shear walls; Reinforced concrete; Precast concrete; Seismic; Hybrid walls; Post-tensioned concrete

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

APA (6th Edition):

Smith, B. J. (2012). Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. (Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/g732d79406d

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

Chicago Manual of Style (16th Edition):

Smith, Brian James. “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.” 2012. Thesis, University of Notre Dame. Accessed September 24, 2020. https://curate.nd.edu/show/g732d79406d.

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

MLA Handbook (7th Edition):

Smith, Brian James. “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.” 2012. Web. 24 Sep 2020.

Vancouver:

Smith BJ. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. [Internet] [Thesis]. University of Notre Dame; 2012. [cited 2020 Sep 24]. Available from: https://curate.nd.edu/show/g732d79406d.

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

Council of Science Editors:

Smith BJ. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. [Thesis]. University of Notre Dame; 2012. Available from: https://curate.nd.edu/show/g732d79406d

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


University of Minnesota

22. Hedegaard, Brock Daniel. Modeling and monitoring the long-term behavior of post-tensioned concrete bridges.

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

 The time-dependent and temperature-dependent behavior of post-tensioned concrete bridges were investigated through a case study of the St. Anthony Falls Bridge, consisting of laboratory testing… (more)

Subjects/Keywords: Anomaly Detection; Bridges; Finite Element Modeling; Post-Tensioned Concrete; Structural Monitoring; Time-Dependent Behavior

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APA (6th Edition):

Hedegaard, B. D. (2014). Modeling and monitoring the long-term behavior of post-tensioned concrete bridges. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/164953

Chicago Manual of Style (16th Edition):

Hedegaard, Brock Daniel. “Modeling and monitoring the long-term behavior of post-tensioned concrete bridges.” 2014. Doctoral Dissertation, University of Minnesota. Accessed September 24, 2020. http://hdl.handle.net/11299/164953.

MLA Handbook (7th Edition):

Hedegaard, Brock Daniel. “Modeling and monitoring the long-term behavior of post-tensioned concrete bridges.” 2014. Web. 24 Sep 2020.

Vancouver:

Hedegaard BD. Modeling and monitoring the long-term behavior of post-tensioned concrete bridges. [Internet] [Doctoral dissertation]. University of Minnesota; 2014. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/11299/164953.

Council of Science Editors:

Hedegaard BD. Modeling and monitoring the long-term behavior of post-tensioned concrete bridges. [Doctoral Dissertation]. University of Minnesota; 2014. Available from: http://hdl.handle.net/11299/164953


Utah State University

23. Lo, Wing Hong Louis. Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders.

Degree: MS, Civil and Environmental Engineering, 2014, Utah State University

  During the fall of 2012, two separate Interstate 15 highway bridges over the 400 South roadway in Orem, Utah were demolished after 50 years… (more)

Subjects/Keywords: Shear; Flexural Capacity; Post-Tensioned; Concret Bridge Girders; Civil and Environmental Engineering

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

APA (6th Edition):

Lo, W. H. L. (2014). Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/3553

Chicago Manual of Style (16th Edition):

Lo, Wing Hong Louis. “Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders.” 2014. Masters Thesis, Utah State University. Accessed September 24, 2020. https://digitalcommons.usu.edu/etd/3553.

MLA Handbook (7th Edition):

Lo, Wing Hong Louis. “Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders.” 2014. Web. 24 Sep 2020.

Vancouver:

Lo WHL. Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders. [Internet] [Masters thesis]. Utah State University; 2014. [cited 2020 Sep 24]. Available from: https://digitalcommons.usu.edu/etd/3553.

Council of Science Editors:

Lo WHL. Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders. [Masters Thesis]. Utah State University; 2014. Available from: https://digitalcommons.usu.edu/etd/3553


Addis Ababa University

24. Wondmagegne, Dagne. Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia .

Degree: 2019, Addis Ababa University

 It‟s been a decade since post-tension system began to be applied in earnest to buildings worldwide. In the meantime, post-tension system has been used in… (more)

Subjects/Keywords: Prestressed concrete; Post-tensioned(PT); flat slab; equivalent frame method; load balancing method

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APA (6th Edition):

Wondmagegne, D. (2019). Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia . (Thesis). Addis Ababa University. Retrieved from http://10.6.20.92/xmlui/handle/123456789/20854

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):

Wondmagegne, Dagne. “Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia .” 2019. Thesis, Addis Ababa University. Accessed September 24, 2020. http://10.6.20.92/xmlui/handle/123456789/20854.

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

MLA Handbook (7th Edition):

Wondmagegne, Dagne. “Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia .” 2019. Web. 24 Sep 2020.

Vancouver:

Wondmagegne D. Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia . [Internet] [Thesis]. Addis Ababa University; 2019. [cited 2020 Sep 24]. Available from: http://10.6.20.92/xmlui/handle/123456789/20854.

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

Council of Science Editors:

Wondmagegne D. Post-Tensioning Concrete Flat Slab Design for Buildings, Construction Practice and Prospects In Ethiopia . [Thesis]. Addis Ababa University; 2019. Available from: http://10.6.20.92/xmlui/handle/123456789/20854

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


University of South Carolina

25. Appalla, Aditya. Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration.

Degree: MS, Civil and Environmental Engineering, 2013, University of South Carolina

  A sizeable portion of the civil infrastructure is made from concrete. An estimate shows that about 7 billion cubic meters of concrete is made… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; Acoustic Emission; Biopolymer; Concrete; Corrosion; Post Tensioned

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APA (6th Edition):

Appalla, A. (2013). Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/2354

Chicago Manual of Style (16th Edition):

Appalla, Aditya. “Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration.” 2013. Masters Thesis, University of South Carolina. Accessed September 24, 2020. https://scholarcommons.sc.edu/etd/2354.

MLA Handbook (7th Edition):

Appalla, Aditya. “Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration.” 2013. Web. 24 Sep 2020.

Vancouver:

Appalla A. Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration. [Internet] [Masters thesis]. University of South Carolina; 2013. [cited 2020 Sep 24]. Available from: https://scholarcommons.sc.edu/etd/2354.

Council of Science Editors:

Appalla A. Assessing Corrosion Damage in Post -Tensioned Concrete Structures Using Acoustic Emission & A Preliminary Investigation Of Biopolymer Doped Cement Mortar for Use in Structural Restoration. [Masters Thesis]. University of South Carolina; 2013. Available from: https://scholarcommons.sc.edu/etd/2354


University of Canterbury

26. Smith, Tobias. Post-tensioned Timber Frames with Supplemental Damping Devices.

Degree: PhD, Civil Engineering, 2014, University of Canterbury

 In recent years the public expectation of what is acceptable in seismic resisting construction has changed significantly. Engineers today live under demands which are far… (more)

Subjects/Keywords: Post-tensioned timber frames; Dynamic timber; Pres-Lam; Timber shake table testing

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

APA (6th Edition):

Smith, T. (2014). Post-tensioned Timber Frames with Supplemental Damping Devices. (Doctoral Dissertation). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2400

Chicago Manual of Style (16th Edition):

Smith, Tobias. “Post-tensioned Timber Frames with Supplemental Damping Devices.” 2014. Doctoral Dissertation, University of Canterbury. Accessed September 24, 2020. http://dx.doi.org/10.26021/2400.

MLA Handbook (7th Edition):

Smith, Tobias. “Post-tensioned Timber Frames with Supplemental Damping Devices.” 2014. Web. 24 Sep 2020.

Vancouver:

Smith T. Post-tensioned Timber Frames with Supplemental Damping Devices. [Internet] [Doctoral dissertation]. University of Canterbury; 2014. [cited 2020 Sep 24]. Available from: http://dx.doi.org/10.26021/2400.

Council of Science Editors:

Smith T. Post-tensioned Timber Frames with Supplemental Damping Devices. [Doctoral Dissertation]. University of Canterbury; 2014. Available from: http://dx.doi.org/10.26021/2400


University of Canterbury

27. Armstrong, Thomas William Nevill. Design of Connections for Post Tensioned Rocking Timber Frames.

Degree: M. Eng., Civil Engineering, 2015, University of Canterbury

 Pres-Lam technology aims to allow timber to stand alongside concrete and steel as a material of choice for multi-storey frame structures. It combines Laminated Veneer… (more)

Subjects/Keywords: Beam; Column; Connection; Detailing; Dissipater; Frame; Joint; LVL; Post-Tensioned; Pres-Lam; Rocking; Seismic; Timber

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

APA (6th Edition):

Armstrong, T. W. N. (2015). Design of Connections for Post Tensioned Rocking Timber Frames. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2496

Chicago Manual of Style (16th Edition):

Armstrong, Thomas William Nevill. “Design of Connections for Post Tensioned Rocking Timber Frames.” 2015. Masters Thesis, University of Canterbury. Accessed September 24, 2020. http://dx.doi.org/10.26021/2496.

MLA Handbook (7th Edition):

Armstrong, Thomas William Nevill. “Design of Connections for Post Tensioned Rocking Timber Frames.” 2015. Web. 24 Sep 2020.

Vancouver:

Armstrong TWN. Design of Connections for Post Tensioned Rocking Timber Frames. [Internet] [Masters thesis]. University of Canterbury; 2015. [cited 2020 Sep 24]. Available from: http://dx.doi.org/10.26021/2496.

Council of Science Editors:

Armstrong TWN. Design of Connections for Post Tensioned Rocking Timber Frames. [Masters Thesis]. University of Canterbury; 2015. Available from: http://dx.doi.org/10.26021/2496


University of Canterbury

28. Costello, Reuben Shaun. The Fire Performance of Post-Tensioned Timber Buildings.

Degree: Master of Engineering in Fire Engineering, Fire Engineering, 2013, University of Canterbury

Post-tensioned timber buildings utilise a new construction technique developed largely as part of research undertaken at the University of Canterbury. Timber buildings are constructed using… (more)

Subjects/Keywords: post-tensioned timber; fire resistance; structural design; structural response; performance-based design; LVL; ISO834

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

APA (6th Edition):

Costello, R. S. (2013). The Fire Performance of Post-Tensioned Timber Buildings. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2987

Chicago Manual of Style (16th Edition):

Costello, Reuben Shaun. “The Fire Performance of Post-Tensioned Timber Buildings.” 2013. Masters Thesis, University of Canterbury. Accessed September 24, 2020. http://dx.doi.org/10.26021/2987.

MLA Handbook (7th Edition):

Costello, Reuben Shaun. “The Fire Performance of Post-Tensioned Timber Buildings.” 2013. Web. 24 Sep 2020.

Vancouver:

Costello RS. The Fire Performance of Post-Tensioned Timber Buildings. [Internet] [Masters thesis]. University of Canterbury; 2013. [cited 2020 Sep 24]. Available from: http://dx.doi.org/10.26021/2987.

Council of Science Editors:

Costello RS. The Fire Performance of Post-Tensioned Timber Buildings. [Masters Thesis]. University of Canterbury; 2013. Available from: http://dx.doi.org/10.26021/2987


University of Maryland

29. Li, Ruipeng. SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS.

Degree: Civil Engineering, 2015, University of Maryland

 Eccentrically braced frame (EBF) is a highly effective seismic-resistant structural system when properly designed. However, permanent drift of EBFs after design basis earthquakes may affect… (more)

Subjects/Keywords: Civil engineering; eccentrically braced frame; post-tensioned; replaceable fuse; self-centering; stainless steel

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

APA (6th Edition):

Li, R. (2015). SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/17367

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):

Li, Ruipeng. “SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS.” 2015. Thesis, University of Maryland. Accessed September 24, 2020. http://hdl.handle.net/1903/17367.

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

MLA Handbook (7th Edition):

Li, Ruipeng. “SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS.” 2015. Web. 24 Sep 2020.

Vancouver:

Li R. SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS. [Internet] [Thesis]. University of Maryland; 2015. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/1903/17367.

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

Council of Science Editors:

Li R. SEISMIC BEHAVIOR OF SELF-CENTERING POST-TENSIONED ECCENTRICALLY BRACED STEEL FRAME STRUCTURES WITH STAINLESS STEEL FUSE MEMBERS. [Thesis]. University of Maryland; 2015. Available from: http://hdl.handle.net/1903/17367

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


McMaster University

30. Kovacs, Michael A. Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions.

Degree: MASc, 2016, McMaster University

The controlled rocking heavy timber wall (CRHTW) is a high-performance structural solution that was first developed in New Zealand, mainly considering Laminated Veneer Lumber (LVL),… (more)

Subjects/Keywords: Controlled Rocking; Heavy Timber; Low-to-Moderate Seismic Hazard; Post-tensioned timber; Force-based design; Non-linear time-history analysis

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

APA (6th Edition):

Kovacs, M. A. (2016). Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/20490

Chicago Manual of Style (16th Edition):

Kovacs, Michael A. “Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions.” 2016. Masters Thesis, McMaster University. Accessed September 24, 2020. http://hdl.handle.net/11375/20490.

MLA Handbook (7th Edition):

Kovacs, Michael A. “Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions.” 2016. Web. 24 Sep 2020.

Vancouver:

Kovacs MA. Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions. [Internet] [Masters thesis]. McMaster University; 2016. [cited 2020 Sep 24]. Available from: http://hdl.handle.net/11375/20490.

Council of Science Editors:

Kovacs MA. Design of Controlled Rocking Heavy Timber Walls For Low-To-Moderate Seismic Hazard Regions. [Masters Thesis]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/20490

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