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You searched for subject:(Precast concrete). Showing records 1 – 30 of 282 total matches.

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University of Minnesota

1. Halverson, Max. Full-depth precast concrete bridge deck system: phase II.

Degree: 2012, University of Minnesota

University of Minnesota M.S. thesis. November 2012. Major: Civil Engineering. Advisors: Catherine W. French, Carol K. Shield. xi, 215 pages, appendices A-D.

The Minnesota Department… (more)

Subjects/Keywords: Accelerated; Bridge; Precast Concrete; Structure

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APA (6th Edition):

Halverson, M. (2012). Full-depth precast concrete bridge deck system: phase II. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/143698

Chicago Manual of Style (16th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Masters Thesis, University of Minnesota. Accessed February 23, 2020. http://purl.umn.edu/143698.

MLA Handbook (7th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Web. 23 Feb 2020.

Vancouver:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Internet] [Masters thesis]. University of Minnesota; 2012. [cited 2020 Feb 23]. Available from: http://purl.umn.edu/143698.

Council of Science Editors:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Masters Thesis]. University of Minnesota; 2012. Available from: http://purl.umn.edu/143698


Texas A&M University

2. 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 February 23, 2020. 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. 23 Feb 2020.

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 2020 Feb 23]. 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 Minnesota

3. Halverson, Max. Full-depth precast concrete bridge deck system: phase II.

Degree: MS, Civil Engineering, 2012, University of Minnesota

 The Minnesota Department of Transportation (MnDOT) developed a design for a precast composite slab span system (PCSSS) to be used in accelerated bridge construction. The… (more)

Subjects/Keywords: Accelerated; Bridge; Precast Concrete; Structure

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APA (6th Edition):

Halverson, M. (2012). Full-depth precast concrete bridge deck system: phase II. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/143698

Chicago Manual of Style (16th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Masters Thesis, University of Minnesota. Accessed February 23, 2020. http://purl.umn.edu/143698.

MLA Handbook (7th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Web. 23 Feb 2020.

Vancouver:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Internet] [Masters thesis]. University of Minnesota; 2012. [cited 2020 Feb 23]. Available from: http://purl.umn.edu/143698.

Council of Science Editors:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Masters Thesis]. University of Minnesota; 2012. Available from: http://purl.umn.edu/143698


University of New South Wales

4. Huang, Qian. Time-dependent behaviour of precast concrete sandwich panels.

Degree: Civil & Environmental Engineering, 2019, University of New South Wales

 The time-dependent behaviour of precast concrete sandwich panels (PCSPs) is investigated in this thesis, with particular focus on panels made with diagonal-bar FRP connectors that… (more)

Subjects/Keywords: Precast concrete sandwich panels

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APA (6th Edition):

Huang, Q. (2019). Time-dependent behaviour of precast concrete sandwich panels. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/64940

Chicago Manual of Style (16th Edition):

Huang, Qian. “Time-dependent behaviour of precast concrete sandwich panels.” 2019. Doctoral Dissertation, University of New South Wales. Accessed February 23, 2020. http://handle.unsw.edu.au/1959.4/64940.

MLA Handbook (7th Edition):

Huang, Qian. “Time-dependent behaviour of precast concrete sandwich panels.” 2019. Web. 23 Feb 2020.

Vancouver:

Huang Q. Time-dependent behaviour of precast concrete sandwich panels. [Internet] [Doctoral dissertation]. University of New South Wales; 2019. [cited 2020 Feb 23]. Available from: http://handle.unsw.edu.au/1959.4/64940.

Council of Science Editors:

Huang Q. Time-dependent behaviour of precast concrete sandwich panels. [Doctoral Dissertation]. University of New South Wales; 2019. Available from: http://handle.unsw.edu.au/1959.4/64940


Hong Kong University of Science and Technology

5. Wang, Qian. Automated geometry quality assessment of precast concrete elements using 3D laser scan data.

Degree: 2017, Hong Kong University of Science and Technology

Precast concrete elements are popularly adopted in buildings and civil infrastructures like bridges because they provide well-controlled quality, reduced construction time, and less environmental impact.… (more)

Subjects/Keywords: Precast concrete construction ; Quality control ; Data processing ; Precast concrete

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APA (6th Edition):

Wang, Q. (2017). Automated geometry quality assessment of precast concrete elements using 3D laser scan data. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-88950 ; https://doi.org/10.14711/thesis-991012530669603412 ; http://repository.ust.hk/ir/bitstream/1783.1-88950/1/th_redirect.html

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

Chicago Manual of Style (16th Edition):

Wang, Qian. “Automated geometry quality assessment of precast concrete elements using 3D laser scan data.” 2017. Thesis, Hong Kong University of Science and Technology. Accessed February 23, 2020. http://repository.ust.hk/ir/Record/1783.1-88950 ; https://doi.org/10.14711/thesis-991012530669603412 ; http://repository.ust.hk/ir/bitstream/1783.1-88950/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Wang, Qian. “Automated geometry quality assessment of precast concrete elements using 3D laser scan data.” 2017. Web. 23 Feb 2020.

Vancouver:

Wang Q. Automated geometry quality assessment of precast concrete elements using 3D laser scan data. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2017. [cited 2020 Feb 23]. Available from: http://repository.ust.hk/ir/Record/1783.1-88950 ; https://doi.org/10.14711/thesis-991012530669603412 ; http://repository.ust.hk/ir/bitstream/1783.1-88950/1/th_redirect.html.

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

Council of Science Editors:

Wang Q. Automated geometry quality assessment of precast concrete elements using 3D laser scan data. [Thesis]. Hong Kong University of Science and Technology; 2017. Available from: http://repository.ust.hk/ir/Record/1783.1-88950 ; https://doi.org/10.14711/thesis-991012530669603412 ; http://repository.ust.hk/ir/bitstream/1783.1-88950/1/th_redirect.html

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


University of British Columbia

6. Neille, Donald Stewart. Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading .

Degree: 1977, University of British Columbia

 The research on headed stud connections described in this dissertation forms a part of an overall objective of predicting the behaviour of precast concrete panel… (more)

Subjects/Keywords: Precast concrete construction

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APA (6th Edition):

Neille, D. S. (1977). Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/20905

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):

Neille, Donald Stewart. “Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading .” 1977. Thesis, University of British Columbia. Accessed February 23, 2020. http://hdl.handle.net/2429/20905.

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

MLA Handbook (7th Edition):

Neille, Donald Stewart. “Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading .” 1977. Web. 23 Feb 2020.

Vancouver:

Neille DS. Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading . [Internet] [Thesis]. University of British Columbia; 1977. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/2429/20905.

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

Council of Science Editors:

Neille DS. Behaviour of headed stud connections for precast concrete panels under monotonic and cycled shear loading . [Thesis]. University of British Columbia; 1977. Available from: http://hdl.handle.net/2429/20905

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


Kansas State University

7. Hyde, Douglas W. Precast-prestressed building systems and elements.

Degree: 1977, Kansas State University

Subjects/Keywords: Precast concrete construction

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APA (6th Edition):

Hyde, D. W. (1977). Precast-prestressed building systems and elements. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9010

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):

Hyde, Douglas W. “Precast-prestressed building systems and elements.” 1977. Thesis, Kansas State University. Accessed February 23, 2020. http://hdl.handle.net/2097/9010.

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

MLA Handbook (7th Edition):

Hyde, Douglas W. “Precast-prestressed building systems and elements.” 1977. Web. 23 Feb 2020.

Vancouver:

Hyde DW. Precast-prestressed building systems and elements. [Internet] [Thesis]. Kansas State University; 1977. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/2097/9010.

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

Council of Science Editors:

Hyde DW. Precast-prestressed building systems and elements. [Thesis]. Kansas State University; 1977. Available from: http://hdl.handle.net/2097/9010

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


University of Arizona

8. Wan, Ge. Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology .

Degree: 2007, University of Arizona

 The primary objective of the dissertation work is to examine the capacity of precast concrete diaphragms. This work is part of a multi-university research effort… (more)

Subjects/Keywords: Precast Concrete Diaphragm

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APA (6th Edition):

Wan, G. (2007). Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/195082

Chicago Manual of Style (16th Edition):

Wan, Ge. “Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology .” 2007. Doctoral Dissertation, University of Arizona. Accessed February 23, 2020. http://hdl.handle.net/10150/195082.

MLA Handbook (7th Edition):

Wan, Ge. “Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology .” 2007. Web. 23 Feb 2020.

Vancouver:

Wan G. Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology . [Internet] [Doctoral dissertation]. University of Arizona; 2007. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/10150/195082.

Council of Science Editors:

Wan G. Analytical Development of Capacity Design Factors for a Precast Concrete Diaphragm Seismic Design Methodology . [Doctoral Dissertation]. University of Arizona; 2007. Available from: http://hdl.handle.net/10150/195082


University of Arizona

9. Zhang, Dichuan. EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES .

Degree: 2010, University of Arizona

 The primary objective of the dissertation research is to establish the seismic demands of precast concrete floor diaphragms designed with an emerging design methodology. To… (more)

Subjects/Keywords: Diaphragm; Finite Element; Precast Concrete; Seismic

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APA (6th Edition):

Zhang, D. (2010). EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/195277

Chicago Manual of Style (16th Edition):

Zhang, Dichuan. “EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES .” 2010. Doctoral Dissertation, University of Arizona. Accessed February 23, 2020. http://hdl.handle.net/10150/195277.

MLA Handbook (7th Edition):

Zhang, Dichuan. “EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES .” 2010. Web. 23 Feb 2020.

Vancouver:

Zhang D. EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES . [Internet] [Doctoral dissertation]. University of Arizona; 2010. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/10150/195277.

Council of Science Editors:

Zhang D. EXAMINATION OF PRECAST CONCRETE DIAPHRAGM SEISMIC RESPONSE BY THREE-DIMENSIONAL NONLINEAR TRANSIENT DYNAMIC ANALYSES . [Doctoral Dissertation]. University of Arizona; 2010. Available from: http://hdl.handle.net/10150/195277


Oklahoma State University

10. 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 February 23, 2020. 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. 23 Feb 2020.

Vancouver:

Alwehaidah NM. Development of Precast, Prestressed Concrete Pavement Technology. [Internet] [Thesis]. Oklahoma State University; 2013. [cited 2020 Feb 23]. 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


KTH

11. Lindwall, Caroline. Modelling Lateral Stability of Prefabricated Concrete Structures.

Degree: Concrete Structures, 2016, KTH

Stability calculations of prefabricated concrete structures with help of FEM-tools demand knowledge about how the elements are related to each other. This thesis concerns… (more)

Subjects/Keywords: precast; concrete; hollow core; shear key; diaphragm

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APA (6th Edition):

Lindwall, C. (2016). Modelling Lateral Stability of Prefabricated Concrete Structures. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188586

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):

Lindwall, Caroline. “Modelling Lateral Stability of Prefabricated Concrete Structures.” 2016. Thesis, KTH. Accessed February 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188586.

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

MLA Handbook (7th Edition):

Lindwall, Caroline. “Modelling Lateral Stability of Prefabricated Concrete Structures.” 2016. Web. 23 Feb 2020.

Vancouver:

Lindwall C. Modelling Lateral Stability of Prefabricated Concrete Structures. [Internet] [Thesis]. KTH; 2016. [cited 2020 Feb 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188586.

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

Council of Science Editors:

Lindwall C. Modelling Lateral Stability of Prefabricated Concrete Structures. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-188586

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


University of Waterloo

12. Pickel, Daniel. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.

Degree: 2018, University of Waterloo

 The Ministry of Transportation of Ontario (MTO) has responsibility for many high-volume highways throughout the province of Ontario, including the 400-series highways. Several of these… (more)

Subjects/Keywords: Pavement rehabilitation; Precast concrete; Precast concrete inlay panels; Construction methods; Support conditions

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APA (6th Edition):

Pickel, D. (2018). Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/13540

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):

Pickel, Daniel. “Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.” 2018. Thesis, University of Waterloo. Accessed February 23, 2020. http://hdl.handle.net/10012/13540.

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

MLA Handbook (7th Edition):

Pickel, Daniel. “Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario.” 2018. Web. 23 Feb 2020.

Vancouver:

Pickel D. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/10012/13540.

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

Council of Science Editors:

Pickel D. Precast Concrete Inlay Panels: Rehabilitation Strategy for High-Volume Highways in Ontario. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/13540

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

13. Malek, Dahlia. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.

Degree: 2019, University of Waterloo

Precast concrete inlay panels (PCIPs) are a unique application of precast concrete pavement used for overnight rehabilitations of high-traffic volume asphalt highways exhibiting structural rutting… (more)

Subjects/Keywords: pavement; highway rehabilitation; finite element analysis; support condition; precast concrete pavement; precast concrete inlay panels

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

APA (6th Edition):

Malek, D. (2019). Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14871

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):

Malek, Dahlia. “Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.” 2019. Thesis, University of Waterloo. Accessed February 23, 2020. http://hdl.handle.net/10012/14871.

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

MLA Handbook (7th Edition):

Malek, Dahlia. “Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis.” 2019. Web. 23 Feb 2020.

Vancouver:

Malek D. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/10012/14871.

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

Council of Science Editors:

Malek D. Evaluating Support Conditions for Precast Concrete Inlay Panels using Finite Element Analysis. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/14871

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


University of New Mexico

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

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 February 23, 2020. http://hdl.handle.net/1928/10845.

MLA Handbook (7th Edition):

Reinhardt, Aaron. “Macro and nanocreep of self-consolidating concrete.” 2010. Web. 23 Feb 2020.

Vancouver:

Reinhardt A. Macro and nanocreep of self-consolidating concrete. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2020 Feb 23]. 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


MIT

15. Blewett, Clarence Richard. Architectural concrete norms : causes and processes affecting performance, construction, and appearance.

Degree: 1977, MIT

Subjects/Keywords: Architecture; Concrete; Precast concrete; Precast concrete construction

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APA (6th Edition):

Blewett, C. R. (1977). Architectural concrete norms : causes and processes affecting performance, construction, and appearance. (Thesis). MIT. Retrieved from http://hdl.handle.net/1721.1/71517

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):

Blewett, Clarence Richard. “Architectural concrete norms : causes and processes affecting performance, construction, and appearance. ” 1977. Thesis, MIT. Accessed February 23, 2020. http://hdl.handle.net/1721.1/71517.

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

MLA Handbook (7th Edition):

Blewett, Clarence Richard. “Architectural concrete norms : causes and processes affecting performance, construction, and appearance. ” 1977. Web. 23 Feb 2020.

Vancouver:

Blewett CR. Architectural concrete norms : causes and processes affecting performance, construction, and appearance. [Internet] [Thesis]. MIT; 1977. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/1721.1/71517.

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

Council of Science Editors:

Blewett CR. Architectural concrete norms : causes and processes affecting performance, construction, and appearance. [Thesis]. MIT; 1977. Available from: http://hdl.handle.net/1721.1/71517

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


University of Texas – Austin

16. -5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.

Degree: MSin Engineering, Civil Engineering, 2016, University of Texas – Austin

 This thesis presents the investigation towards increasing the understanding of the effect of polycarboxylate (PCE) High-Range Water-Reducers (HRWRs) on the performance of concrete mixtures, with… (more)

Subjects/Keywords: Precast concrete; High-Range Water-Reducers; Polycarboxylate-based; Autogenous shrinkage; Micro-cracking; Precast concrete beams; ASTM C494; Concrete mixtures

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

APA (6th Edition):

-5448-0167. (2016). Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47221

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

Chicago Manual of Style (16th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Masters Thesis, University of Texas – Austin. Accessed February 23, 2020. http://hdl.handle.net/2152/47221.

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

MLA Handbook (7th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Web. 23 Feb 2020.

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

Vancouver:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/2152/47221.

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

Council of Science Editors:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47221

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


University of Hong Kong

17. Leung, Chun-yu, Cliff. Performance of in-situ concrete stitches in precast concrete segmentalbridges.

Degree: PhD, 2012, University of Hong Kong

 Multi-span precast concrete segmental bridges are commonly constructed using the balanced cantilever method, which essentially involves sequentially extending precast segments outwards from each pier in… (more)

Subjects/Keywords: Concrete bridges - Design and construction.; Precast concrete construction.

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

APA (6th Edition):

Leung, Chun-yu, C. (2012). Performance of in-situ concrete stitches in precast concrete segmentalbridges. (Doctoral Dissertation). University of Hong Kong. Retrieved from Leung, C. C. [梁鎮宇]. (2012). Performance of in-situ concrete stitches in precast concrete segmental bridges. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961775 ; http://dx.doi.org/10.5353/th_b4961775 ; http://hdl.handle.net/10722/180955

Chicago Manual of Style (16th Edition):

Leung, Chun-yu, Cliff. “Performance of in-situ concrete stitches in precast concrete segmentalbridges.” 2012. Doctoral Dissertation, University of Hong Kong. Accessed February 23, 2020. Leung, C. C. [梁鎮宇]. (2012). Performance of in-situ concrete stitches in precast concrete segmental bridges. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961775 ; http://dx.doi.org/10.5353/th_b4961775 ; http://hdl.handle.net/10722/180955.

MLA Handbook (7th Edition):

Leung, Chun-yu, Cliff. “Performance of in-situ concrete stitches in precast concrete segmentalbridges.” 2012. Web. 23 Feb 2020.

Vancouver:

Leung, Chun-yu C. Performance of in-situ concrete stitches in precast concrete segmentalbridges. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2020 Feb 23]. Available from: Leung, C. C. [梁鎮宇]. (2012). Performance of in-situ concrete stitches in precast concrete segmental bridges. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961775 ; http://dx.doi.org/10.5353/th_b4961775 ; http://hdl.handle.net/10722/180955.

Council of Science Editors:

Leung, Chun-yu C. Performance of in-situ concrete stitches in precast concrete segmentalbridges. [Doctoral Dissertation]. University of Hong Kong; 2012. Available from: Leung, C. C. [梁鎮宇]. (2012). Performance of in-situ concrete stitches in precast concrete segmental bridges. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961775 ; http://dx.doi.org/10.5353/th_b4961775 ; http://hdl.handle.net/10722/180955


University of California – Berkeley

18. Tanyeri, Ahmet Can. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Past earthquakes have shown examples of unsatisfactory performance of buildings using reinforced concrete structural walls as the primary lateral-force-resisting system. In the 1994 Northridge earthquake,… (more)

Subjects/Keywords: Civil engineering; post-tensioning; precast concrete; reinforced concrete; seismic; shear walls

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

APA (6th Edition):

Tanyeri, A. C. (2014). Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/7231r2g9

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):

Tanyeri, Ahmet Can. “Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.” 2014. Thesis, University of California – Berkeley. Accessed February 23, 2020. http://www.escholarship.org/uc/item/7231r2g9.

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

MLA Handbook (7th Edition):

Tanyeri, Ahmet Can. “Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls.” 2014. Web. 23 Feb 2020.

Vancouver:

Tanyeri AC. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Feb 23]. Available from: http://www.escholarship.org/uc/item/7231r2g9.

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

Council of Science Editors:

Tanyeri AC. Seismic Performance and Modeling of Reinforced Concrete and Post-Tensioned Precast Concrete Shear Walls. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/7231r2g9

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


McGill University

19. Sun, Minhui. A study of precast reinforced concrete skeleton for low-cost housing.

Degree: M. Arch., School of Architecture., 1991, McGill University

This thesis is a survey of the precast reinforced concrete skeleton system used in low-cost housing (SPCSS), which has widely spread to different areas of… (more)

Subjects/Keywords: Precast concrete; Reinforced concrete; Building

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

APA (6th Edition):

Sun, M. (1991). A study of precast reinforced concrete skeleton for low-cost housing. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile61221.pdf

Chicago Manual of Style (16th Edition):

Sun, Minhui. “A study of precast reinforced concrete skeleton for low-cost housing.” 1991. Masters Thesis, McGill University. Accessed February 23, 2020. http://digitool.library.mcgill.ca/thesisfile61221.pdf.

MLA Handbook (7th Edition):

Sun, Minhui. “A study of precast reinforced concrete skeleton for low-cost housing.” 1991. Web. 23 Feb 2020.

Vancouver:

Sun M. A study of precast reinforced concrete skeleton for low-cost housing. [Internet] [Masters thesis]. McGill University; 1991. [cited 2020 Feb 23]. Available from: http://digitool.library.mcgill.ca/thesisfile61221.pdf.

Council of Science Editors:

Sun M. A study of precast reinforced concrete skeleton for low-cost housing. [Masters Thesis]. McGill University; 1991. Available from: http://digitool.library.mcgill.ca/thesisfile61221.pdf


University of British Columbia

20. Chandwani, Ramesh Hassanand. Precast concrete load bearing wall panels .

Degree: 1970, University of British Columbia

 The object of this thesis is twinfold. Firstly, to study and check the effective width requirements recommended by different committees¹ for the design of ribbed… (more)

Subjects/Keywords: Precast concrete construction; Concrete walls

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

APA (6th Edition):

Chandwani, R. H. (1970). Precast concrete load bearing wall panels . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/34227

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):

Chandwani, Ramesh Hassanand. “Precast concrete load bearing wall panels .” 1970. Thesis, University of British Columbia. Accessed February 23, 2020. http://hdl.handle.net/2429/34227.

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

MLA Handbook (7th Edition):

Chandwani, Ramesh Hassanand. “Precast concrete load bearing wall panels .” 1970. Web. 23 Feb 2020.

Vancouver:

Chandwani RH. Precast concrete load bearing wall panels . [Internet] [Thesis]. University of British Columbia; 1970. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/2429/34227.

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

Council of Science Editors:

Chandwani RH. Precast concrete load bearing wall panels . [Thesis]. University of British Columbia; 1970. Available from: http://hdl.handle.net/2429/34227

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


Ryerson University

21. Khalafalla, Imad E. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.

Degree: 2014, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars to reinforce the bridge deck slabs as well as jointed precast bridge deck… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Concrete bridges  – Floors  – Testing; Precast concrete construction  – Testing; Precast concrete construction; Strains and stresses; Reinforced concrete construction; Fiber-reinforced concrete

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

APA (6th Edition):

Khalafalla, I. E. (2014). Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Thesis, Ryerson University. Accessed February 23, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

MLA Handbook (7th Edition):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Web. 23 Feb 2020.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Feb 23]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

Council of Science Editors:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534

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


North Carolina State University

22. Grimes, Hartley Ray. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.

Degree: MS, Civil Engineering, 2009, North Carolina State University

Precast double-tee (DT) floor systems with cast-in-place concrete toppings reinforced with welded wire fabric (WWF) often suffer from durability problems along the longitudinal joints of… (more)

Subjects/Keywords: concrete bond; longitudinal shear; concrete topping; CFRP; precast concrete; carbon fiber; C-Grid

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

APA (6th Edition):

Grimes, H. R. (2009). The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/783

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):

Grimes, Hartley Ray. “The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.” 2009. Thesis, North Carolina State University. Accessed February 23, 2020. http://www.lib.ncsu.edu/resolver/1840.16/783.

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

MLA Handbook (7th Edition):

Grimes, Hartley Ray. “The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.” 2009. Web. 23 Feb 2020.

Vancouver:

Grimes HR. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Feb 23]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/783.

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

Council of Science Editors:

Grimes HR. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/783

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


University of Notre Dame

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

Degree: PhD, 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>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/g732d79406d

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. Doctoral Dissertation, University of Notre Dame. Accessed February 23, 2020. https://curate.nd.edu/show/g732d79406d.

MLA Handbook (7th Edition):

Smith, Brian James. “Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>.” 2012. Web. 23 Feb 2020.

Vancouver:

Smith BJ. Design, Analysis, and Experimental Evaluation of Hybrid Precast Concrete Shear Walls for Seismic Regions</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2012. [cited 2020 Feb 23]. Available from: https://curate.nd.edu/show/g732d79406d.

Council of Science Editors:

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

24. Magalhães, António José Soares de. A pré-fabricação em betão em edifícios.

Degree: 2013, Instituto Politécnico do Porto

No presente trabalho apresenta-se um levantamento com base na literatura especializada, das diversas soluções estruturais em betão pré-fabricado existentes, aplicadas em edifícios correntes, mais especificamente… (more)

Subjects/Keywords: Construção; Ligações; Pré-fabricação; Betão armado; Pré-fabricado de betão; Construction; Connections; Precast; Reinforced concrete; Precast concrete

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

APA (6th Edition):

Magalhães, A. J. S. d. (2013). A pré-fabricação em betão em edifícios. (Thesis). Instituto Politécnico do Porto. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/4664

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):

Magalhães, António José Soares de. “A pré-fabricação em betão em edifícios.” 2013. Thesis, Instituto Politécnico do Porto. Accessed February 23, 2020. https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/4664.

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

MLA Handbook (7th Edition):

Magalhães, António José Soares de. “A pré-fabricação em betão em edifícios.” 2013. Web. 23 Feb 2020.

Vancouver:

Magalhães AJSd. A pré-fabricação em betão em edifícios. [Internet] [Thesis]. Instituto Politécnico do Porto; 2013. [cited 2020 Feb 23]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/4664.

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

Council of Science Editors:

Magalhães AJSd. A pré-fabricação em betão em edifícios. [Thesis]. Instituto Politécnico do Porto; 2013. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/4664

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


McGill University

25. Chu, Alex H., 1945-. Precast concrete panel systems for housing.

Degree: M. Arch., School of Architecture, 1977, McGill University

Subjects/Keywords: Precast concrete  – Formwork.; Precast concrete construction.; Industrialized building.

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

APA (6th Edition):

Chu, Alex H., 1. (1977). Precast concrete panel systems for housing. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile54451.pdf

Chicago Manual of Style (16th Edition):

Chu, Alex H., 1945-. “Precast concrete panel systems for housing.” 1977. Masters Thesis, McGill University. Accessed February 23, 2020. http://digitool.library.mcgill.ca/thesisfile54451.pdf.

MLA Handbook (7th Edition):

Chu, Alex H., 1945-. “Precast concrete panel systems for housing.” 1977. Web. 23 Feb 2020.

Vancouver:

Chu, Alex H. 1. Precast concrete panel systems for housing. [Internet] [Masters thesis]. McGill University; 1977. [cited 2020 Feb 23]. Available from: http://digitool.library.mcgill.ca/thesisfile54451.pdf.

Council of Science Editors:

Chu, Alex H. 1. Precast concrete panel systems for housing. [Masters Thesis]. McGill University; 1977. Available from: http://digitool.library.mcgill.ca/thesisfile54451.pdf


University of Illinois – Chicago

26. Farhat, Maen A. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.

Degree: 2016, University of Illinois – Chicago

 Totally Prefabricated Concrete Counterfort Retaining Wall (TPCCRW) provides an alternative for conventional construction techniques to reduce the drawbacks associated with cast-in-place construction. TPCCRW is composed… (more)

Subjects/Keywords: Precast Concrete; Totally Precast Concrete Retaining wall system; Full Scale testing; Finite Element Analysis; Structural Design; Fabrication; Pullout Behavior; Headed anchors

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APA (6th Edition):

Farhat, M. A. (2016). Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21631

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):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Thesis, University of Illinois – Chicago. Accessed February 23, 2020. http://hdl.handle.net/10027/21631.

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

MLA Handbook (7th Edition):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Web. 23 Feb 2020.

Vancouver:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/10027/21631.

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

Council of Science Editors:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21631

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

27. Bohn, Lucas Michael. Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges.

Degree: MS, Civil and Environmental Engineering, 2017, South Dakota State University

  Prefabricated bridge elements have become an essential part of accelerated bridge construction (ABC), which is an emerging technology to expedite bridge construction. Among several… (more)

Subjects/Keywords: bridges; longitudinal joint; precast concrete; rehabilitation; Civil and Environmental Engineering

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

APA (6th Edition):

Bohn, L. M. (2017). Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1216

Chicago Manual of Style (16th Edition):

Bohn, Lucas Michael. “Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges.” 2017. Masters Thesis, South Dakota State University. Accessed February 23, 2020. http://openprairie.sdstate.edu/etd/1216.

MLA Handbook (7th Edition):

Bohn, Lucas Michael. “Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges.” 2017. Web. 23 Feb 2020.

Vancouver:

Bohn LM. Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges. [Internet] [Masters thesis]. South Dakota State University; 2017. [cited 2020 Feb 23]. Available from: http://openprairie.sdstate.edu/etd/1216.

Council of Science Editors:

Bohn LM. Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges. [Masters Thesis]. South Dakota State University; 2017. Available from: http://openprairie.sdstate.edu/etd/1216


Texas A&M University

28. Henley, Matthew D. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.

Degree: 2010, Texas A&M University

 A full-depth precast concrete deck system presents several safety, timeline, and cost benefits to the process of constructing a bridge, however the relevant professional codes… (more)

Subjects/Keywords: precast concrete deck; shear connections; accelerated bridge construction

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

APA (6th Edition):

Henley, M. D. (2010). Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306

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):

Henley, Matthew D. “Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.” 2010. Thesis, Texas A&M University. Accessed February 23, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306.

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

MLA Handbook (7th Edition):

Henley, Matthew D. “Shear Connections for the Development of a Full-Depth Precast Concrete Deck System.” 2010. Web. 23 Feb 2020.

Vancouver:

Henley MD. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306.

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

Council of Science Editors:

Henley MD. Shear Connections for the Development of a Full-Depth Precast Concrete Deck System. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-05-306

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


University of Minnesota

29. Kalliontzis, Dimitrios. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.

Degree: PhD, Civil Engineering, 2018, University of Minnesota

 The significant damage and permanent deformations sustained by structures during earthquakes have motivated researchers to investigate the use of precast concrete and masonry walls with… (more)

Subjects/Keywords: Impacts; Masonry; Precast Concrete; Rocking; Seismic Loads; Structural Dynamics

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

APA (6th Edition):

Kalliontzis, D. (2018). Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/201169

Chicago Manual of Style (16th Edition):

Kalliontzis, Dimitrios. “Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.” 2018. Doctoral Dissertation, University of Minnesota. Accessed February 23, 2020. http://hdl.handle.net/11299/201169.

MLA Handbook (7th Edition):

Kalliontzis, Dimitrios. “Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.” 2018. Web. 23 Feb 2020.

Vancouver:

Kalliontzis D. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. [Internet] [Doctoral dissertation]. University of Minnesota; 2018. [cited 2020 Feb 23]. Available from: http://hdl.handle.net/11299/201169.

Council of Science Editors:

Kalliontzis D. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. [Doctoral Dissertation]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/201169

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

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

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

Subjects/Keywords: Concrete; Finite; Floors; Precast

…INTRODUCTION Precast concrete systems are not new to the construction industry. These systems afford… …assurance of the concrete product. Currently, the most common precast flooring systems are… …of equations that the computer must solve. Building a precast concrete model comprised of… …systems, and Plattforms flooring system. Currently, most precast flooring systems are designed… …load. Heavy line loads down the center of the longitudinal axis of a precast member creates… 

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Masters Thesis, University of Utah. Accessed February 23, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

MLA Handbook (7th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Web. 23 Feb 2020.

Vancouver:

Christopulos ZP. Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies. [Internet] [Masters thesis]. University of Utah; 2014. [cited 2020 Feb 23]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

Council of Science Editors:

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

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