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You searched for subject:(Slabs). Showing records 1 – 30 of 299 total matches.

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University of Hong Kong

1. Wei, Ya. Structural fire performance of post-tensioned concrete slabs with unbonded tendons.

Degree: PhD, 2014, University of Hong Kong

 Post-tensioned (PT) concrete slabs with unbonded tendons have been widely used in residential and commercial buildings. However, fire may cause irrecoverable damages to such slabs(more)

Subjects/Keywords: Concrete slabs

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APA (6th Edition):

Wei, Y. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; http://hdl.handle.net/10722/208022

Chicago Manual of Style (16th Edition):

Wei, Ya. “Structural fire performance of post-tensioned concrete slabs with unbonded tendons.” 2014. Doctoral Dissertation, University of Hong Kong. Accessed November 17, 2019. Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; http://hdl.handle.net/10722/208022.

MLA Handbook (7th Edition):

Wei, Ya. “Structural fire performance of post-tensioned concrete slabs with unbonded tendons.” 2014. Web. 17 Nov 2019.

Vancouver:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Internet] [Doctoral dissertation]. University of Hong Kong; 2014. [cited 2019 Nov 17]. Available from: Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; http://hdl.handle.net/10722/208022.

Council of Science Editors:

Wei Y. Structural fire performance of post-tensioned concrete slabs with unbonded tendons. [Doctoral Dissertation]. University of Hong Kong; 2014. Available from: Wei, Y. [魏亞]. (2014). Structural fire performance of post-tensioned concrete slabs with unbonded tendons. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5351028 ; http://dx.doi.org/10.5353/th_b5351028 ; http://hdl.handle.net/10722/208022


University of Hong Kong

2. Hu, Shenghua. FRP-strengthened RC slabs anchored with FRP anchors.

Degree: M. Phil., 2011, University of Hong Kong

Existing reinforced concrete (RC) structure can be strengthened upon the addition of externally bonded high-strength light-weight fibre-reinforced polymer (FRP) composites. An abundance of research over… (more)

Subjects/Keywords: Concrete slabs.; Fiber-reinforced plastics.

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APA (6th Edition):

Hu, S. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Masters Thesis). University of Hong Kong. Retrieved from Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538

Chicago Manual of Style (16th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Masters Thesis, University of Hong Kong. Accessed November 17, 2019. Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

MLA Handbook (7th Edition):

Hu, Shenghua. “FRP-strengthened RC slabs anchored with FRP anchors.” 2011. Web. 17 Nov 2019.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2019 Nov 17]. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538.

Council of Science Editors:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Masters Thesis]. University of Hong Kong; 2011. Available from: Hu, S. [胡盛华]. (2011). FRP-strengthened RC slabs anchored with FRP anchors. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4784980 ; http://dx.doi.org/10.5353/th_b4784980 ; http://hdl.handle.net/10722/174538


University of British Columbia

3. Weiler, Gerald Joseph. Tilt up concrete wall panels .

Degree: 1980, University of British Columbia

 The design of tilt up concrete wall panels was studied in this paper. Design charts were developed to assist the engineer in the analysis of… (more)

Subjects/Keywords: Concrete slabs

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APA (6th Edition):

Weiler, G. J. (1980). Tilt up concrete wall panels . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/22259

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):

Weiler, Gerald Joseph. “Tilt up concrete wall panels .” 1980. Thesis, University of British Columbia. Accessed November 17, 2019. http://hdl.handle.net/2429/22259.

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

MLA Handbook (7th Edition):

Weiler, Gerald Joseph. “Tilt up concrete wall panels .” 1980. Web. 17 Nov 2019.

Vancouver:

Weiler GJ. Tilt up concrete wall panels . [Internet] [Thesis]. University of British Columbia; 1980. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2429/22259.

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

Council of Science Editors:

Weiler GJ. Tilt up concrete wall panels . [Thesis]. University of British Columbia; 1980. Available from: http://hdl.handle.net/2429/22259

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


Kansas State University

4. Wang, Cheng-Hsiung. The evolution and comparison of design methods for concrete slabs.

Degree: 1973, Kansas State University

Subjects/Keywords: Concrete slabs

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APA (6th Edition):

Wang, C. (1973). The evolution and comparison of design methods for concrete slabs. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/8304

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, Cheng-Hsiung. “The evolution and comparison of design methods for concrete slabs.” 1973. Thesis, Kansas State University. Accessed November 17, 2019. http://hdl.handle.net/2097/8304.

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

MLA Handbook (7th Edition):

Wang, Cheng-Hsiung. “The evolution and comparison of design methods for concrete slabs.” 1973. Web. 17 Nov 2019.

Vancouver:

Wang C. The evolution and comparison of design methods for concrete slabs. [Internet] [Thesis]. Kansas State University; 1973. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2097/8304.

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

Council of Science Editors:

Wang C. The evolution and comparison of design methods for concrete slabs. [Thesis]. Kansas State University; 1973. Available from: http://hdl.handle.net/2097/8304

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


University of New South Wales

5. 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 November 17, 2019. 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. 17 Nov 2019.

Vancouver:

Soe K. Characteristics of Reinforced and Post-tensioned Concrete Slabs during Construction. [Internet] [Doctoral dissertation]. University of New South Wales; 2012. [cited 2019 Nov 17]. 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


Ryerson University

6. Abdul, Faheem. Structural behavior and shear bond capacity of composite slabs with high performance concrete.

Degree: 2011, Ryerson University

 Many research works have been conducted on the behavior of composite slabs with profiled steel deck to study the longitudinal shear bond resistance using the… (more)

Subjects/Keywords: Concrete slabs  – Design and construction; Concrete slabs  – Testing; Reinforced concrete  – Testing

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APA (6th Edition):

Abdul, F. (2011). Structural behavior and shear bond capacity of composite slabs with high performance concrete. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Thesis, Ryerson University. Accessed November 17, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

MLA Handbook (7th Edition):

Abdul, Faheem. “Structural behavior and shear bond capacity of composite slabs with high performance concrete.” 2011. Web. 17 Nov 2019.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Nov 17]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345.

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

Council of Science Editors:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6345

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

7. Konda, Rajasekhar. Analysis of slurry infiltrated fibrous concrete slabs using finite element.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Anantapuram

With the rapid advancement of Concrete Technology, High Performance Concrete (HPC) is being more widely used in reinforced concrete structures. High Performance Concrete is defined… (more)

Subjects/Keywords: Fibrous concrete slabs; Finite element analysis

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APA (6th Edition):

Konda, R. (2013). Analysis of slurry infiltrated fibrous concrete slabs using finite element. (Thesis). Jawaharlal Nehru Technological University, Anantapuram. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/12387

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):

Konda, Rajasekhar. “Analysis of slurry infiltrated fibrous concrete slabs using finite element.” 2013. Thesis, Jawaharlal Nehru Technological University, Anantapuram. Accessed November 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/12387.

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

MLA Handbook (7th Edition):

Konda, Rajasekhar. “Analysis of slurry infiltrated fibrous concrete slabs using finite element.” 2013. Web. 17 Nov 2019.

Vancouver:

Konda R. Analysis of slurry infiltrated fibrous concrete slabs using finite element. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. [cited 2019 Nov 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12387.

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

Council of Science Editors:

Konda R. Analysis of slurry infiltrated fibrous concrete slabs using finite element. [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12387

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

8. Shaik, Yazdani. Analysis and design two way slabs supported on four sides with openings.

Degree: Civil Engineering, 2013, Jawaharlal Nehru Technological University, Anantapuram

Sometimes it is necessary to provide openings in slabs so that service lines like electrical fittings, water pipes, air conditioning conduits etc. can be taken… (more)

Subjects/Keywords: Civil Engineering; Solid slab; Orthogonal slabs

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APA (6th Edition):

Shaik, Y. (2013). Analysis and design two way slabs supported on four sides with openings. (Thesis). Jawaharlal Nehru Technological University, Anantapuram. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/12388

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):

Shaik, Yazdani. “Analysis and design two way slabs supported on four sides with openings.” 2013. Thesis, Jawaharlal Nehru Technological University, Anantapuram. Accessed November 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/12388.

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

MLA Handbook (7th Edition):

Shaik, Yazdani. “Analysis and design two way slabs supported on four sides with openings.” 2013. Web. 17 Nov 2019.

Vancouver:

Shaik Y. Analysis and design two way slabs supported on four sides with openings. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. [cited 2019 Nov 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12388.

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

Council of Science Editors:

Shaik Y. Analysis and design two way slabs supported on four sides with openings. [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/12388

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


Anna University

9. Shoba Rajkumar, D. Investigation on the behaviour of hybrid ferrocement hollow slabs; -.

Degree: Civil Engineering, 2014, Anna University

Ferrocement has been widely accepted as a construction material newlinefor roof slabs Many investigations have been done on the behaviour of newlineferrocement roof slabs But… (more)

Subjects/Keywords: civil engineering; hollow slabs; hybrid ferrocement

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APA (6th Edition):

Shoba Rajkumar, D. (2014). Investigation on the behaviour of hybrid ferrocement hollow slabs; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/27022

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):

Shoba Rajkumar, D. “Investigation on the behaviour of hybrid ferrocement hollow slabs; -.” 2014. Thesis, Anna University. Accessed November 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/27022.

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

MLA Handbook (7th Edition):

Shoba Rajkumar, D. “Investigation on the behaviour of hybrid ferrocement hollow slabs; -.” 2014. Web. 17 Nov 2019.

Vancouver:

Shoba Rajkumar D. Investigation on the behaviour of hybrid ferrocement hollow slabs; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Nov 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/27022.

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

Council of Science Editors:

Shoba Rajkumar D. Investigation on the behaviour of hybrid ferrocement hollow slabs; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/27022

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


University of Canterbury

10. Min, Jeong-Ki. Numerical prediction of structural fire performance for precast prestressed concrete flooring systems.

Degree: Department of Civil and Natural Resources Engineering, 2012, University of Canterbury

 In predicting the likely behaviour of precast prestressed concrete flooring systems in fire using advanced finite element methods, an improved numerical model using the non-linear… (more)

Subjects/Keywords: Fire resistance; Precast slabs; Finite element analysis

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APA (6th Edition):

Min, J. (2012). Numerical prediction of structural fire performance for precast prestressed concrete flooring systems. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/6678

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):

Min, Jeong-Ki. “Numerical prediction of structural fire performance for precast prestressed concrete flooring systems.” 2012. Thesis, University of Canterbury. Accessed November 17, 2019. http://hdl.handle.net/10092/6678.

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

MLA Handbook (7th Edition):

Min, Jeong-Ki. “Numerical prediction of structural fire performance for precast prestressed concrete flooring systems.” 2012. Web. 17 Nov 2019.

Vancouver:

Min J. Numerical prediction of structural fire performance for precast prestressed concrete flooring systems. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10092/6678.

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

Council of Science Editors:

Min J. Numerical prediction of structural fire performance for precast prestressed concrete flooring systems. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/6678

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


University of Hong Kong

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

Degree: PhD, 2017, University of Hong Kong

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

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

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

MLA Handbook (7th Edition):

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

Vancouver:

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

Council of Science Editors:

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


McGill University

12. Lee, Yoon Moi. The behaviour and repair of slabs containing misplaced reinforcement.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1978, McGill University

Subjects/Keywords: Concrete slabs  – Defects.

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APA (6th Edition):

Lee, Y. M. (1978). The behaviour and repair of slabs containing misplaced reinforcement. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile54591.pdf

Chicago Manual of Style (16th Edition):

Lee, Yoon Moi. “The behaviour and repair of slabs containing misplaced reinforcement.” 1978. Masters Thesis, McGill University. Accessed November 17, 2019. http://digitool.library.mcgill.ca/thesisfile54591.pdf.

MLA Handbook (7th Edition):

Lee, Yoon Moi. “The behaviour and repair of slabs containing misplaced reinforcement.” 1978. Web. 17 Nov 2019.

Vancouver:

Lee YM. The behaviour and repair of slabs containing misplaced reinforcement. [Internet] [Masters thesis]. McGill University; 1978. [cited 2019 Nov 17]. Available from: http://digitool.library.mcgill.ca/thesisfile54591.pdf.

Council of Science Editors:

Lee YM. The behaviour and repair of slabs containing misplaced reinforcement. [Masters Thesis]. McGill University; 1978. Available from: http://digitool.library.mcgill.ca/thesisfile54591.pdf


McGill University

13. Balazic, John Michael. Tests to collapse of concrete slabs with edge beams.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1982, McGill University

Subjects/Keywords: Concrete slabs  – Testing.

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APA (6th Edition):

Balazic, J. M. (1982). Tests to collapse of concrete slabs with edge beams. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile62547.pdf

Chicago Manual of Style (16th Edition):

Balazic, John Michael. “Tests to collapse of concrete slabs with edge beams.” 1982. Masters Thesis, McGill University. Accessed November 17, 2019. http://digitool.library.mcgill.ca/thesisfile62547.pdf.

MLA Handbook (7th Edition):

Balazic, John Michael. “Tests to collapse of concrete slabs with edge beams.” 1982. Web. 17 Nov 2019.

Vancouver:

Balazic JM. Tests to collapse of concrete slabs with edge beams. [Internet] [Masters thesis]. McGill University; 1982. [cited 2019 Nov 17]. Available from: http://digitool.library.mcgill.ca/thesisfile62547.pdf.

Council of Science Editors:

Balazic JM. Tests to collapse of concrete slabs with edge beams. [Masters Thesis]. McGill University; 1982. Available from: http://digitool.library.mcgill.ca/thesisfile62547.pdf


University of Windsor

14. Abdelaal, Amr Alaa. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.

Degree: MA, Civil and Environmental Engineering, 2017, University of Windsor

 Precast prestressed hollow core (PHC) slabs are widely used as floor deck systems. However, as extrusion is the most widely adopted manufacturing technique of PHC… (more)

Subjects/Keywords: GFRP; Prestressed Hollow Core Slabs; Shear Strengthening

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APA (6th Edition):

Abdelaal, A. A. (2017). Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7340

Chicago Manual of Style (16th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Masters Thesis, University of Windsor. Accessed November 17, 2019. https://scholar.uwindsor.ca/etd/7340.

MLA Handbook (7th Edition):

Abdelaal, Amr Alaa. “Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets.” 2017. Web. 17 Nov 2019.

Vancouver:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Internet] [Masters thesis]. University of Windsor; 2017. [cited 2019 Nov 17]. Available from: https://scholar.uwindsor.ca/etd/7340.

Council of Science Editors:

Abdelaal AA. Shear Strengthening of Prestressed Hollow Core Slabs using Externally Bonded Glass Fibre Reinforced Polymer Sheets. [Masters Thesis]. University of Windsor; 2017. Available from: https://scholar.uwindsor.ca/etd/7340


University of Minnesota

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

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

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Robole, Jacob. “A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.” 2017. Masters Thesis, University of Minnesota. Accessed November 17, 2019. http://hdl.handle.net/11299/190580.

MLA Handbook (7th Edition):

Robole, Jacob. “A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.” 2017. Web. 17 Nov 2019.

Vancouver:

Robole J. A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs. [Internet] [Masters thesis]. University of Minnesota; 2017. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11299/190580.

Council of Science Editors:

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


University of Oklahoma

16. Shadravan, Shideh. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.

Degree: PhD, 2011, University of Oklahoma

 This test program characterizes the dimensional properties of selected concrete materials, evaluating their performance as real slabs-on-grade in that they are exposed to ground moisture… (more)

Subjects/Keywords: Concrete slabs – Testing; Concrete – Expansion and contraction

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APA (6th Edition):

Shadravan, S. (2011). DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/319448

Chicago Manual of Style (16th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed November 17, 2019. http://hdl.handle.net/11244/319448.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 17 Nov 2019.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11244/319448.

Council of Science Editors:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/319448


University of Oklahoma

17. Shadravan, Shideh. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.

Degree: PhD, 2011, University of Oklahoma

 This test program characterizes the dimensional properties of selected concrete materials, evaluating their performance as real slabs-on-grade in that they are exposed to ground moisture… (more)

Subjects/Keywords: Concrete slabs – Testing; Concrete – Expansion and contraction

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APA (6th Edition):

Shadravan, S. (2011). DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/318498

Chicago Manual of Style (16th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Doctoral Dissertation, University of Oklahoma. Accessed November 17, 2019. http://hdl.handle.net/11244/318498.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 17 Nov 2019.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11244/318498.

Council of Science Editors:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Doctoral Dissertation]. University of Oklahoma; 2011. Available from: http://hdl.handle.net/11244/318498

18. LOPES, André Felipe de Oliveira. Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas .

Degree: 2015, Universidade Federal de Pernambuco

 Diante do desenvolvimento da construção civil nos últimos anos e do aumento da concorrência entre as empresas deste setor, faz-se necessário oferecer alternativas estruturais e… (more)

Subjects/Keywords: Concreto Armado; Laje Nervurada; Laje Treliçada; Reinforced Concrete; Ribbed Slabs; Lattice Slabs

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APA (6th Edition):

LOPES, A. F. d. O. (2015). Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas . (Thesis). Universidade Federal de Pernambuco. Retrieved from http://repositorio.ufpe.br/handle/123456789/16648

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):

LOPES, André Felipe de Oliveira. “Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas .” 2015. Thesis, Universidade Federal de Pernambuco. Accessed November 17, 2019. http://repositorio.ufpe.br/handle/123456789/16648.

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

MLA Handbook (7th Edition):

LOPES, André Felipe de Oliveira. “Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas .” 2015. Web. 17 Nov 2019.

Vancouver:

LOPES AFdO. Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas . [Internet] [Thesis]. Universidade Federal de Pernambuco; 2015. [cited 2019 Nov 17]. Available from: http://repositorio.ufpe.br/handle/123456789/16648.

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

Council of Science Editors:

LOPES AFdO. Estudo comparativo entre lajes nervuradas moldadas no local com fôrmas de polipropileno e lajes pré-fabricadas treliçadas . [Thesis]. Universidade Federal de Pernambuco; 2015. Available from: http://repositorio.ufpe.br/handle/123456789/16648

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


Stellenbosch University

19. Mudge, Frederik Jacobus. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: Ground-supported concrete slabs are common structural elements, used for a multitude of purposes. In industrial flooring applications, slabs-on-ground (SOG) are often subjected to… (more)

Subjects/Keywords: Fibre-reinforced concrete; Reinforced concrete; UCTD; Reinforced concrete slabs  – Design; Concrete slabs  – Design and construction

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

APA (6th Edition):

Mudge, F. J. (2017). Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/102721

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):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Thesis, Stellenbosch University. Accessed November 17, 2019. http://hdl.handle.net/10019.1/102721.

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

MLA Handbook (7th Edition):

Mudge, Frederik Jacobus. “Design method development and software implementation for fibre-reinforced concrete slabs-on-ground.” 2017. Web. 17 Nov 2019.

Vancouver:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10019.1/102721.

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

Council of Science Editors:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/102721

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


Hong Kong University of Science and Technology

20. Tsoi, Hiu Fung. Modelling blast-loaded reinforced concrete slabs.

Degree: 2012, Hong Kong University of Science and Technology

 Accidental explosions and terrorist activities have in recent years raised the awareness of the research community on the structural robustness and stability of civilian constructions.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Reinforced concrete  – Testing; Concrete slabs  – Design and construction; Blast effect

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

APA (6th Edition):

Tsoi, H. F. (2012). Modelling blast-loaded reinforced concrete slabs. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed November 17, 2019. https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Web. 17 Nov 2019.

Vancouver:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Nov 17]. Available from: https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/th_redirect.html

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


University of New Mexico

21. Garner, Andrew P. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.

Degree: Civil Engineering, 2011, University of New Mexico

 Reinforced concrete (RC) structures are widely used in construction. Due to aging infrastructure, increased loads, and inadequate maintenance, RC structures need to be retrofitted for… (more)

Subjects/Keywords: Concrete slabs – Maintenance and repair; Concrete slabs – Testing; Polymeric composites; High strength concrete.

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

APA (6th Edition):

Garner, A. P. (2011). Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/13088

Chicago Manual of Style (16th Edition):

Garner, Andrew P. “Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.” 2011. Masters Thesis, University of New Mexico. Accessed November 17, 2019. http://hdl.handle.net/1928/13088.

MLA Handbook (7th Edition):

Garner, Andrew P. “Strengthening reinforced concrete slabs using a combination of CFRP and UHPC.” 2011. Web. 17 Nov 2019.

Vancouver:

Garner AP. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. [Internet] [Masters thesis]. University of New Mexico; 2011. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1928/13088.

Council of Science Editors:

Garner AP. Strengthening reinforced concrete slabs using a combination of CFRP and UHPC. [Masters Thesis]. University of New Mexico; 2011. Available from: http://hdl.handle.net/1928/13088


University of Bradford

22. Mahroug, Mohamed Elarbi Moh. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.

Degree: PhD, 2013, University of Bradford

 An investigation on the application of basalt fibre reinforced polymer (BFRP) and carbon fibre reinforced polymer (CFRP) bars as longitudinal reinforcement for simple and continuous… (more)

Subjects/Keywords: 620.1; Concrete; Slabs; Carbon fibre reinforced polymer (CFRP) bars; Basalt fibre reinforced polymer (BFRP) bars; Reinforced concrete slabs

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

APA (6th Edition):

Mahroug, M. E. M. (2013). Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/6332

Chicago Manual of Style (16th Edition):

Mahroug, Mohamed Elarbi Moh. “Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.” 2013. Doctoral Dissertation, University of Bradford. Accessed November 17, 2019. http://hdl.handle.net/10454/6332.

MLA Handbook (7th Edition):

Mahroug, Mohamed Elarbi Moh. “Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs.” 2013. Web. 17 Nov 2019.

Vancouver:

Mahroug MEM. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. [Internet] [Doctoral dissertation]. University of Bradford; 2013. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10454/6332.

Council of Science Editors:

Mahroug MEM. Behaviour of continuous concrete slabs reinforced with FRP bars : experimental and computational investigations on the use of basalt and carbon fibre reinforced polymer bars in continuous concrete slabs. [Doctoral Dissertation]. University of Bradford; 2013. Available from: http://hdl.handle.net/10454/6332


McGill University

23. Cook, William Digby. Tensile membrane action in reinforced concrete slabs.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1982, McGill University

Subjects/Keywords: Concrete slabs  – Testing  – Computer programs.; Concrete slabs  – Testing.

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APA (6th Edition):

Cook, W. D. (1982). Tensile membrane action in reinforced concrete slabs. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile57400.pdf

Chicago Manual of Style (16th Edition):

Cook, William Digby. “Tensile membrane action in reinforced concrete slabs.” 1982. Masters Thesis, McGill University. Accessed November 17, 2019. http://digitool.library.mcgill.ca/thesisfile57400.pdf.

MLA Handbook (7th Edition):

Cook, William Digby. “Tensile membrane action in reinforced concrete slabs.” 1982. Web. 17 Nov 2019.

Vancouver:

Cook WD. Tensile membrane action in reinforced concrete slabs. [Internet] [Masters thesis]. McGill University; 1982. [cited 2019 Nov 17]. Available from: http://digitool.library.mcgill.ca/thesisfile57400.pdf.

Council of Science Editors:

Cook WD. Tensile membrane action in reinforced concrete slabs. [Masters Thesis]. McGill University; 1982. Available from: http://digitool.library.mcgill.ca/thesisfile57400.pdf


University of Waterloo

24. Milligan, Graeme. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns.

Degree: 2018, University of Waterloo

 Historical and current design code provisions for the punching shear of reinforced concrete slabs supported on rectangular columns vary greatly and are primarily based on… (more)

Subjects/Keywords: Finite Element Analysis; Punching Shear; ABAQUS; Slabs supported on rectangular columns; column rectangularity; Reinforced concrete slabs

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APA (6th Edition):

Milligan, G. (2018). Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/13631

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):

Milligan, Graeme. “Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns.” 2018. Thesis, University of Waterloo. Accessed November 17, 2019. http://hdl.handle.net/10012/13631.

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

MLA Handbook (7th Edition):

Milligan, Graeme. “Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns.” 2018. Web. 17 Nov 2019.

Vancouver:

Milligan G. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10012/13631.

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

Council of Science Editors:

Milligan G. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slabs Supported on Rectangular Columns. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/13631

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


Virginia Tech

25. Traver, Thomas Mathew. Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs.

Degree: MS, Civil Engineering, 2002, Virginia Tech

 This study investigates the further development of the commercially available re-entrant steel deck profile. The effects of various embossments and continuous construction are investigated through… (more)

Subjects/Keywords: composite slabs; continuous composite slabs; re-entrant profile

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APA (6th Edition):

Traver, T. M. (2002). Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34256

Chicago Manual of Style (16th Edition):

Traver, Thomas Mathew. “Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs.” 2002. Masters Thesis, Virginia Tech. Accessed November 17, 2019. http://hdl.handle.net/10919/34256.

MLA Handbook (7th Edition):

Traver, Thomas Mathew. “Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs.” 2002. Web. 17 Nov 2019.

Vancouver:

Traver TM. Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs. [Internet] [Masters thesis]. Virginia Tech; 2002. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10919/34256.

Council of Science Editors:

Traver TM. Behavior and Strength of Simple and Continuous Span Re-Entrant Composite Slabs. [Masters Thesis]. Virginia Tech; 2002. Available from: http://hdl.handle.net/10919/34256


Anna University

26. Sreevidya V. Investigations on the flexural behaviour of ferro geopolymer composite slabs;.

Degree: Ferro geopolymer composite slabs, 2014, Anna University

Construction Industry is a fast growing area meeting the current demands of industrialisation and infrastructure development The principal binder in concrete is Portland cement the… (more)

Subjects/Keywords: Civil engineering; Ferro geopolymer composite slabs; geopolymer mortar

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

APA (6th Edition):

V, S. (2014). Investigations on the flexural behaviour of ferro geopolymer composite slabs;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22931

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):

V, Sreevidya. “Investigations on the flexural behaviour of ferro geopolymer composite slabs;.” 2014. Thesis, Anna University. Accessed November 17, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/22931.

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

MLA Handbook (7th Edition):

V, Sreevidya. “Investigations on the flexural behaviour of ferro geopolymer composite slabs;.” 2014. Web. 17 Nov 2019.

Vancouver:

V S. Investigations on the flexural behaviour of ferro geopolymer composite slabs;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Nov 17]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22931.

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

Council of Science Editors:

V S. Investigations on the flexural behaviour of ferro geopolymer composite slabs;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22931

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


University of Pretoria

27. Elsaigh, Walied Ali Musa Hussein. Modelling the behaviour of steel fibre reinforced concrete pavements.

Degree: PhD, Civil Engineering, 2008, University of Pretoria

 Steel Fibre Reinforced Concrete (SFRC) is defined as concrete containing randomly oriented discrete steel fibres. The main incentive of adding steel fibres to concrete is… (more)

Subjects/Keywords: Reinforced concrete; Steel fibre; Composite material; Ground slabs; UCTD

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

APA (6th Edition):

Elsaigh, W. A. M. (2008). Modelling the behaviour of steel fibre reinforced concrete pavements. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25825

Chicago Manual of Style (16th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Doctoral Dissertation, University of Pretoria. Accessed November 17, 2019. http://hdl.handle.net/2263/25825.

MLA Handbook (7th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Web. 17 Nov 2019.

Vancouver:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2263/25825.

Council of Science Editors:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25825


University of Pretoria

28. Marais, Corneille Charles. Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa.

Degree: Civil Engineering, 2010, University of Pretoria

 Long span flat slab systems with internal spherical void formers have been used in Europe for a decade now. Cobiax® is the brand name of… (more)

Subjects/Keywords: Concrete flat slabs; Shear strength; Modelling; Economy; Spherical void formers; UCTD

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

APA (6th Edition):

Marais, C. (2010). Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/27476

Chicago Manual of Style (16th Edition):

Marais, Corneille. “Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa.” 2010. Masters Thesis, University of Pretoria. Accessed November 17, 2019. http://hdl.handle.net/2263/27476.

MLA Handbook (7th Edition):

Marais, Corneille. “Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa.” 2010. Web. 17 Nov 2019.

Vancouver:

Marais C. Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa. [Internet] [Masters thesis]. University of Pretoria; 2010. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2263/27476.

Council of Science Editors:

Marais C. Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa. [Masters Thesis]. University of Pretoria; 2010. Available from: http://hdl.handle.net/2263/27476

29. OLIVEIRA, Túlio Pessoa Souto Maior. Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado .

Degree: 2015, Universidade Federal de Pernambuco

 Em lajes de concreto armado sem vigas, apoiadas em pilares, a resistência à punção torna-se um ponto crítico para seu dimensionamento. Até recentemente, os modelos… (more)

Subjects/Keywords: Punção; Lajes lisas; Capitéis; Punching; Flat slabs; Capitals

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

APA (6th Edition):

OLIVEIRA, T. P. S. M. (2015). Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado . (Thesis). Universidade Federal de Pernambuco. Retrieved from http://repositorio.ufpe.br/handle/123456789/17673

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):

OLIVEIRA, Túlio Pessoa Souto Maior. “Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado .” 2015. Thesis, Universidade Federal de Pernambuco. Accessed November 17, 2019. http://repositorio.ufpe.br/handle/123456789/17673.

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

MLA Handbook (7th Edition):

OLIVEIRA, Túlio Pessoa Souto Maior. “Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado .” 2015. Web. 17 Nov 2019.

Vancouver:

OLIVEIRA TPSM. Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado . [Internet] [Thesis]. Universidade Federal de Pernambuco; 2015. [cited 2019 Nov 17]. Available from: http://repositorio.ufpe.br/handle/123456789/17673.

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

Council of Science Editors:

OLIVEIRA TPSM. Utilização de capitéis para aumento de resistência à punção em Lajes de concreto armado . [Thesis]. Universidade Federal de Pernambuco; 2015. Available from: http://repositorio.ufpe.br/handle/123456789/17673

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


Univerzitet u Beogradu

30. Koković, Veljko, 1976-. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.

Degree: Građevinski fakultet, 2017, Univerzitet u Beogradu

Građevinarstvo - betonske konstrukcije / Civil Engineering - Concrete Structures

Industrija prefabrikovanih betonskih elemenata je grana građevinske industrije koja je u stalnom porastu, kako zbog… (more)

Subjects/Keywords: hollow core slabs; continuity; structural topping; connection detail; shear; experimental investigation

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

APA (6th Edition):

Koković, Veljko, 1. (2017). Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get

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):

Koković, Veljko, 1976-. “Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.” 2017. Thesis, Univerzitet u Beogradu. Accessed November 17, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get.

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

MLA Handbook (7th Edition):

Koković, Veljko, 1976-. “Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.” 2017. Web. 17 Nov 2019.

Vancouver:

Koković, Veljko 1. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. [Internet] [Thesis]. Univerzitet u Beogradu; 2017. [cited 2019 Nov 17]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get.

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

Council of Science Editors:

Koković, Veljko 1. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. [Thesis]. Univerzitet u Beogradu; 2017. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get

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

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