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You searched for subject:(Concrete slabs). Showing records 1 – 30 of 187 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 October 19, 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. 19 Oct 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 Oct 19]. 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


Ryerson University

2. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Abdul F. Structural behavior and shear bond capacity of composite slabs with high performance concrete. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Oct 19]. 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


University of Hong Kong

3. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Hu S. FRP-strengthened RC slabs anchored with FRP anchors. [Internet] [Masters thesis]. University of Hong Kong; 2011. [cited 2019 Oct 19]. 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

4. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Weiler GJ. Tilt up concrete wall panels . [Internet] [Thesis]. University of British Columbia; 1980. [cited 2019 Oct 19]. 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

5. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Wang C. The evolution and comparison of design methods for concrete slabs. [Internet] [Thesis]. Kansas State University; 1973. [cited 2019 Oct 19]. 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 Hong Kong

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

Degree: PhD, 2017, University of Hong Kong

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

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

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Zhang, Li. “Analysis of bonded post-tensioned concrete flat slab in and after fire.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed October 19, 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. 19 Oct 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 Oct 19]. 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


University of Oklahoma

7. 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 October 19, 2019. http://hdl.handle.net/11244/319448.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 19 Oct 2019.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2019 Oct 19]. 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

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

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 October 19, 2019. http://hdl.handle.net/11244/318498.

MLA Handbook (7th Edition):

Shadravan, Shideh. “DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE.” 2011. Web. 19 Oct 2019.

Vancouver:

Shadravan S. DIMENSIONAL STABILITY OF CONCRETE SLABS ON GRADE. [Internet] [Doctoral dissertation]. University of Oklahoma; 2011. [cited 2019 Oct 19]. 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


Stellenbosch University

9. 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 (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 October 19, 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. 19 Oct 2019.

Vancouver:

Mudge FJ. Design method development and software implementation for fibre-reinforced concrete slabs-on-ground. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2019 Oct 19]. 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

10. 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 (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 October 19, 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. 19 Oct 2019.

Vancouver:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Oct 19]. 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

11. 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 October 19, 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. 19 Oct 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 Oct 19]. 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

12. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Konda R. Analysis of slurry infiltrated fibrous concrete slabs using finite element. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Anantapuram; 2013. [cited 2019 Oct 19]. 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


McGill University

13. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Lee YM. The behaviour and repair of slabs containing misplaced reinforcement. [Internet] [Masters thesis]. McGill University; 1978. [cited 2019 Oct 19]. 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

14. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Balazic JM. Tests to collapse of concrete slabs with edge beams. [Internet] [Masters thesis]. McGill University; 1982. [cited 2019 Oct 19]. 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 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 · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Robole, Jacob. “A Test Method for the Transfer Length of Prestressing Strand in Hollow Core Slabs.” 2017. Masters Thesis, University of Minnesota. Accessed October 19, 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. 19 Oct 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 Oct 19]. 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 Missouri – Columbia

16. Henquinet, Christopher Robert. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.

Degree: 2013, University of Missouri – Columbia

 Localized damage to certain structural members in a building can trigger a chain reaction which results in a partial or complete collapse of the building.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Columns, Concrete  – Testing; Reinforced concrete construction; Structural failures

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

APA (6th Edition):

Henquinet, C. R. (2013). Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/40186

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):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Thesis, University of Missouri – Columbia. Accessed October 19, 2019. http://hdl.handle.net/10355/40186.

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

MLA Handbook (7th Edition):

Henquinet, Christopher Robert. “Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens.” 2013. Web. 19 Oct 2019.

Vancouver:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10355/40186.

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

Council of Science Editors:

Henquinet CR. Evaluation of the effects of in-plane lateral restraint and reinforcement ratio on the punching capacity of flat slab column specimens. [Thesis]. University of Missouri – Columbia; 2013. Available from: http://hdl.handle.net/10355/40186

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


Kansas State University

17. Abeberese, Yaw Kusi. Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads.

Degree: 1975, Kansas State University

Subjects/Keywords: Concrete slabs – Defects; Concrete slabsTables

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

APA (6th Edition):

Abeberese, Y. K. (1975). Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/11119

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):

Abeberese, Yaw Kusi. “Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads.” 1975. Thesis, Kansas State University. Accessed October 19, 2019. http://hdl.handle.net/2097/11119.

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

MLA Handbook (7th Edition):

Abeberese, Yaw Kusi. “Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads.” 1975. Web. 19 Oct 2019.

Vancouver:

Abeberese YK. Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads. [Internet] [Thesis]. Kansas State University; 1975. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/2097/11119.

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

Council of Science Editors:

Abeberese YK. Effects of cracking and warping on the response of reinforced concrete plates subjected to lateral and eccentric loads. [Thesis]. Kansas State University; 1975. Available from: http://hdl.handle.net/2097/11119

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

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 October 19, 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. 19 Oct 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 Oct 19]. 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


University of Bradford

19. 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 October 19, 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. 19 Oct 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 Oct 19]. 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

20. 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 October 19, 2019. http://digitool.library.mcgill.ca/thesisfile57400.pdf.

MLA Handbook (7th Edition):

Cook, William Digby. “Tensile membrane action in reinforced concrete slabs.” 1982. Web. 19 Oct 2019.

Vancouver:

Cook WD. Tensile membrane action in reinforced concrete slabs. [Internet] [Masters thesis]. McGill University; 1982. [cited 2019 Oct 19]. 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


Durban University of Technology

21. Khuzwayo, Bonga PraiseGod. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.

Degree: 2015, Durban University of Technology

Submitted in fulfillment for the Master of Engineering, Department of Civil Engineering and Surveying, Durban University of Technology. Durban. South Africa, 2015.

Beam and block… (more)

Subjects/Keywords: Prestressed concrete beams – Design and construction; Prestressed concrete beams – Testing; Concrete slabs – Design and construction; Concrete slabs – Testing; Concrete masonry; Construction industry

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APA (6th Edition):

Khuzwayo, B. P. (2015). Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. (Thesis). Durban University of Technology. Retrieved from http://hdl.handle.net/10321/1389

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):

Khuzwayo, Bonga PraiseGod. “Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.” 2015. Thesis, Durban University of Technology. Accessed October 19, 2019. http://hdl.handle.net/10321/1389.

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

MLA Handbook (7th Edition):

Khuzwayo, Bonga PraiseGod. “Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems.” 2015. Web. 19 Oct 2019.

Vancouver:

Khuzwayo BP. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. [Internet] [Thesis]. Durban University of Technology; 2015. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10321/1389.

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

Council of Science Editors:

Khuzwayo BP. Improving efficiency and effectiveness in the design, manufacturing and construction of the beam and block slab systems. [Thesis]. Durban University of Technology; 2015. Available from: http://hdl.handle.net/10321/1389

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

22. Adonay Saráty de Carvalho. Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção.

Degree: 2006, Universidade Federal do Pará

Foram analisadas experimentalmente 10 (dez) lajes lisas de concreto dosado com metacaulim e concreto de alta resistÃncia (f cc = 60 MPa), ), submetidas a… (more)

Subjects/Keywords: engenharia civil; lajes de concreto; concreto armado; ENGENHARIA CIVIL; Colunas; Concreto armado; Lajes de concreto; concrete slabs; reinforced concrete; civil engineering; Concrete slabs; Reinforced concrete; Columns

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

APA (6th Edition):

Carvalho, A. S. d. (2006). Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção. (Thesis). Universidade Federal do Pará. Retrieved from http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=171

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):

Carvalho, Adonay Saráty de. “Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção.” 2006. Thesis, Universidade Federal do Pará. Accessed October 19, 2019. http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=171.

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

MLA Handbook (7th Edition):

Carvalho, Adonay Saráty de. “Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção.” 2006. Web. 19 Oct 2019.

Vancouver:

Carvalho ASd. Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção. [Internet] [Thesis]. Universidade Federal do Pará; 2006. [cited 2019 Oct 19]. Available from: http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=171.

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

Council of Science Editors:

Carvalho ASd. Análise experimental de lajes lisas unidirecionais de concreto armado de alta resistência com metacaulim apoiadas em pilares retangulares e armadas à punção. [Thesis]. Universidade Federal do Pará; 2006. Available from: http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=171

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


University of Pretoria

23. 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 October 19, 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. 19 Oct 2019.

Vancouver:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2019 Oct 19]. 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

24. 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 October 19, 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. 19 Oct 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 Oct 19]. 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


University of Pretoria

25. [No author]. Modelling the behaviour of steel fibre reinforced concrete pavements .

Degree: 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

author], [. (2008). Modelling the behaviour of steel fibre reinforced concrete pavements . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-01292008-175515/

Chicago Manual of Style (16th Edition):

author], [No. “Modelling the behaviour of steel fibre reinforced concrete pavements .” 2008. Doctoral Dissertation, University of Pretoria. Accessed October 19, 2019. http://upetd.up.ac.za/thesis/available/etd-01292008-175515/.

MLA Handbook (7th Edition):

author], [No. “Modelling the behaviour of steel fibre reinforced concrete pavements .” 2008. Web. 19 Oct 2019.

Vancouver:

author] [. Modelling the behaviour of steel fibre reinforced concrete pavements . [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2019 Oct 19]. Available from: http://upetd.up.ac.za/thesis/available/etd-01292008-175515/.

Council of Science Editors:

author] [. Modelling the behaviour of steel fibre reinforced concrete pavements . [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-01292008-175515/


University of Pretoria

26. [No author]. Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa .

Degree: 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

author], [. (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://upetd.up.ac.za/thesis/available/etd-08232010-160848/

Chicago Manual of Style (16th Edition):

author], [No. “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 October 19, 2019. http://upetd.up.ac.za/thesis/available/etd-08232010-160848/.

MLA Handbook (7th Edition):

author], [No. “Design adjustment factors and the economical application of concrete flat-slabs with internal spherical voids in South Africa .” 2010. Web. 19 Oct 2019.

Vancouver:

author] [. 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 Oct 19]. Available from: http://upetd.up.ac.za/thesis/available/etd-08232010-160848/.

Council of Science Editors:

author] [. 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://upetd.up.ac.za/thesis/available/etd-08232010-160848/


Penn State University

27. Gullapalli, Anusha Venkata Lakshmi. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.

Degree: MS, Civil Engineering, 2009, Penn State University

 The objective of the study conducted was to identify and address concerns with ACI 318 section 9.5, the deflection specifications for two-way slabs. Its scope… (more)

Subjects/Keywords: parametric study; recommendations; revision; deflection; two-way slabs; concrete; ACI 318

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APA (6th Edition):

Gullapalli, A. V. L. (2009). ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10060

Chicago Manual of Style (16th Edition):

Gullapalli, Anusha Venkata Lakshmi. “ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.” 2009. Masters Thesis, Penn State University. Accessed October 19, 2019. https://etda.libraries.psu.edu/catalog/10060.

MLA Handbook (7th Edition):

Gullapalli, Anusha Venkata Lakshmi. “ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.” 2009. Web. 19 Oct 2019.

Vancouver:

Gullapalli AVL. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Oct 19]. Available from: https://etda.libraries.psu.edu/catalog/10060.

Council of Science Editors:

Gullapalli AVL. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/10060


University of Manchester

28. Miratashi Yazdi, Seyed Mansoor. Robustness of steel framed buildings with pre-cast concrete floor slabs.

Degree: PhD, 2014, University of Manchester

 Following some incidents in high-rise buildings, such as Ronan Point London 1968, in which collapse of a limited number of structural elements progressed to a… (more)

Subjects/Keywords: 624.1; Progressive Collapse; Tie connection; precast concrete floor slabs; TNO DIANA

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

APA (6th Edition):

Miratashi Yazdi, S. M. (2014). Robustness of steel framed buildings with pre-cast concrete floor slabs. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-steel-framed-buildings-with-precast-concrete-floor-slabs(7004a673-cf6c-4d22-a00e-34c6be6bb6a0).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.626892

Chicago Manual of Style (16th Edition):

Miratashi Yazdi, Seyed Mansoor. “Robustness of steel framed buildings with pre-cast concrete floor slabs.” 2014. Doctoral Dissertation, University of Manchester. Accessed October 19, 2019. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-steel-framed-buildings-with-precast-concrete-floor-slabs(7004a673-cf6c-4d22-a00e-34c6be6bb6a0).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.626892.

MLA Handbook (7th Edition):

Miratashi Yazdi, Seyed Mansoor. “Robustness of steel framed buildings with pre-cast concrete floor slabs.” 2014. Web. 19 Oct 2019.

Vancouver:

Miratashi Yazdi SM. Robustness of steel framed buildings with pre-cast concrete floor slabs. [Internet] [Doctoral dissertation]. University of Manchester; 2014. [cited 2019 Oct 19]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-steel-framed-buildings-with-precast-concrete-floor-slabs(7004a673-cf6c-4d22-a00e-34c6be6bb6a0).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.626892.

Council of Science Editors:

Miratashi Yazdi SM. Robustness of steel framed buildings with pre-cast concrete floor slabs. [Doctoral Dissertation]. University of Manchester; 2014. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-steel-framed-buildings-with-precast-concrete-floor-slabs(7004a673-cf6c-4d22-a00e-34c6be6bb6a0).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.626892


Ryerson University

29. Jeddawi, Turky Sami. Behavior of normal strength concrete slabs under static and dynamic loads.

Degree: 2017, Ryerson University

 An experimental investigation has been conducted to determine the deformation and failure characteristic of slab under static and dynamic loads. Two identical reinforced concrete (RC)… (more)

Subjects/Keywords: Concrete slabs; Strength of materials; Dead loads (Mechanics); Materials  – Dynamic testing

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

APA (6th Edition):

Jeddawi, T. S. (2017). Behavior of normal strength concrete slabs under static and dynamic loads. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6766

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):

Jeddawi, Turky Sami. “Behavior of normal strength concrete slabs under static and dynamic loads.” 2017. Thesis, Ryerson University. Accessed October 19, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6766.

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

MLA Handbook (7th Edition):

Jeddawi, Turky Sami. “Behavior of normal strength concrete slabs under static and dynamic loads.” 2017. Web. 19 Oct 2019.

Vancouver:

Jeddawi TS. Behavior of normal strength concrete slabs under static and dynamic loads. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Oct 19]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6766.

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

Council of Science Editors:

Jeddawi TS. Behavior of normal strength concrete slabs under static and dynamic loads. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6766

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


University of Manchester

30. Abdulrahman, Bassam Qasim. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).

Degree: 2018, University of Manchester

 Using Fibre Reinforcing Polymer (FRP) composites for strengthening and rehabilitation of reinforced concrete structures has been a viable technique for more than two decades. Strengthening… (more)

Subjects/Keywords: Punching shear; corner column; CFRP strengthening; Concrete slabs

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

APA (6th Edition):

Abdulrahman, B. Q. (2018). Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517

Chicago Manual of Style (16th Edition):

Abdulrahman, Bassam Qasim. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Doctoral Dissertation, University of Manchester. Accessed October 19, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517.

MLA Handbook (7th Edition):

Abdulrahman, Bassam Qasim. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Web. 19 Oct 2019.

Vancouver:

Abdulrahman BQ. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2019 Oct 19]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517.

Council of Science Editors:

Abdulrahman BQ. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Doctoral Dissertation]. University of Manchester; 2018. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517

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