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You searched for subject:(hollow slabs). Showing records 1 – 23 of 23 total matches.

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Anna University

1. 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 15, 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. 15 Nov 2019.

Vancouver:

Shoba Rajkumar D. Investigation on the behaviour of hybrid ferrocement hollow slabs; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Nov 15]. 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 Windsor

2. 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 15, 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. 15 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 15]. 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

3. 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 15, 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. 15 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 15]. 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


Univerzitet u Beogradu

4. 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 (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 15, 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. 15 Nov 2019.

Vancouver:

Koković, Veljko 1. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. [Internet] [Thesis]. Univerzitet u Beogradu; 2017. [cited 2019 Nov 15]. 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

5. Ribeiro, Joel Martins. Dimensionamento de lajes aligeiradas betonadas "in situ".

Degree: 2015, Instituto Politécnico do Porto

A conjuntura económica da construção não se encontra numa fase de prosperidade, existindo a necessidade de criar soluções construtivas que permitam a redução de custos… (more)

Subjects/Keywords: Lajes fungiformes aligeiradas; Lajes unidirecionais aligeiradas; Voided flat slabs; One-way hollow slab; Estruturas

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APA (6th Edition):

Ribeiro, J. M. (2015). Dimensionamento de lajes aligeiradas betonadas "in situ". (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8076

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):

Ribeiro, Joel Martins. “Dimensionamento de lajes aligeiradas betonadas "in situ".” 2015. Thesis, Instituto Politécnico do Porto. Accessed November 15, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8076.

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

MLA Handbook (7th Edition):

Ribeiro, Joel Martins. “Dimensionamento de lajes aligeiradas betonadas "in situ".” 2015. Web. 15 Nov 2019.

Vancouver:

Ribeiro JM. Dimensionamento de lajes aligeiradas betonadas "in situ". [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2019 Nov 15]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8076.

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

Council of Science Editors:

Ribeiro JM. Dimensionamento de lajes aligeiradas betonadas "in situ". [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8076

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

6. Marcos, Lara Kawai. Sensibilidade a vibrações de pavimentos com lajes alveolares.

Degree: Mestrado, Estruturas, 2015, University of São Paulo

As lajes alveolares são elementos eficientes do ponto de vista estrutural, pois os alvéolos permitem significativa redução de peso próprio sem comprometer a resistência e… (more)

Subjects/Keywords: Análise dinâmica; Conforto humano; Dynamic analysis; Floors; Hollow core slabs; Human comfort; Lajes alveolares; Pavimentos; Vibrações; Vibration

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APA (6th Edition):

Marcos, L. K. (2015). Sensibilidade a vibrações de pavimentos com lajes alveolares. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072015-113915/ ;

Chicago Manual of Style (16th Edition):

Marcos, Lara Kawai. “Sensibilidade a vibrações de pavimentos com lajes alveolares.” 2015. Masters Thesis, University of São Paulo. Accessed November 15, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072015-113915/ ;.

MLA Handbook (7th Edition):

Marcos, Lara Kawai. “Sensibilidade a vibrações de pavimentos com lajes alveolares.” 2015. Web. 15 Nov 2019.

Vancouver:

Marcos LK. Sensibilidade a vibrações de pavimentos com lajes alveolares. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2019 Nov 15]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072015-113915/ ;.

Council of Science Editors:

Marcos LK. Sensibilidade a vibrações de pavimentos com lajes alveolares. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072015-113915/ ;

7. Periotto, Bruna Catoia. Lajes alveolares protendidas: cisalhamento em região fissurada por flexão.

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

Esta pesquisa teve como principal objetivo analisar o comportamento de lajes alveolares protendidas de uso corrente no Brasil (pequenas espessuras e alta protensão) quanto ao… (more)

Subjects/Keywords: Bending; Cisalhamento; Ensaios; Experimental tests; Failure models; Flexão; Lajes alveolares protendidas; Modo de ruptura; Normalização; Prestressed hollow core slabs; Shear; Standartization

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APA (6th Edition):

Periotto, B. C. (2011). Lajes alveolares protendidas: cisalhamento em região fissurada por flexão. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-111138/ ;

Chicago Manual of Style (16th Edition):

Periotto, Bruna Catoia. “Lajes alveolares protendidas: cisalhamento em região fissurada por flexão.” 2011. Doctoral Dissertation, University of São Paulo. Accessed November 15, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-111138/ ;.

MLA Handbook (7th Edition):

Periotto, Bruna Catoia. “Lajes alveolares protendidas: cisalhamento em região fissurada por flexão.” 2011. Web. 15 Nov 2019.

Vancouver:

Periotto BC. Lajes alveolares protendidas: cisalhamento em região fissurada por flexão. [Internet] [Doctoral dissertation]. University of São Paulo; 2011. [cited 2019 Nov 15]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-111138/ ;.

Council of Science Editors:

Periotto BC. Lajes alveolares protendidas: cisalhamento em região fissurada por flexão. [Doctoral Dissertation]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-111138/ ;

8. Natalia Savietto Petrucelli. Considerações sobre projeto e fabricação de lajes alveolares protendidas.

Degree: 2009, Universidade Federal de São Carlos

This work describes the procedures used in the manufacture and assembly of prestressed concrete hollow core slab systems, along with recommendations for presentation and implementation… (more)

Subjects/Keywords: Concreto protendido; Lajes alveolares; Projeto; Concreto pré-moldado; Cálculo; Pré-fabricados; Verificações; CONSTRUCAO CIVIL; Hollow core slabs; Design; Precast; Calculation; Verification

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APA (6th Edition):

Petrucelli, N. S. (2009). Considerações sobre projeto e fabricação de lajes alveolares protendidas. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2829

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):

Petrucelli, Natalia Savietto. “Considerações sobre projeto e fabricação de lajes alveolares protendidas.” 2009. Thesis, Universidade Federal de São Carlos. Accessed November 15, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2829.

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

MLA Handbook (7th Edition):

Petrucelli, Natalia Savietto. “Considerações sobre projeto e fabricação de lajes alveolares protendidas.” 2009. Web. 15 Nov 2019.

Vancouver:

Petrucelli NS. Considerações sobre projeto e fabricação de lajes alveolares protendidas. [Internet] [Thesis]. Universidade Federal de São Carlos; 2009. [cited 2019 Nov 15]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2829.

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

Council of Science Editors:

Petrucelli NS. Considerações sobre projeto e fabricação de lajes alveolares protendidas. [Thesis]. Universidade Federal de São Carlos; 2009. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2829

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


University of Sydney

9. Faheem, Ahmed. Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings .

Degree: 2016, University of Sydney

 Ventilated hollow core slabs (VHCSs) have shown to reduce energy requirements in building heating and cooling applications, as they enhance the use of building thermal… (more)

Subjects/Keywords: ventilated hollow core slabs; phase change materials; thermal mass; turbulent flow; Standard k-ε model; coding potential

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APA (6th Edition):

Faheem, A. (2016). Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/15284

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):

Faheem, Ahmed. “Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings .” 2016. Thesis, University of Sydney. Accessed November 15, 2019. http://hdl.handle.net/2123/15284.

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

MLA Handbook (7th Edition):

Faheem, Ahmed. “Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings .” 2016. Web. 15 Nov 2019.

Vancouver:

Faheem A. Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings . [Internet] [Thesis]. University of Sydney; 2016. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2123/15284.

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

Council of Science Editors:

Faheem A. Behaviour of ventilated hollow core slabs for improving the energy efficiency of office buildings . [Thesis]. University of Sydney; 2016. Available from: http://hdl.handle.net/2123/15284

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


KTH

10. Ali, Hussam Jader. En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus.

Degree: Civil and Architectural Engineering, 2014, KTH

Utvecklingen av framtidens flerbostadshus ställer höga krav på en bjälklagslösnings tekniska egenskaper. Plattbärlagsbjälklaget som idag utgör det vanligaste förekommande bjälklagsvalet vid uppförandet av flerbostadshus… (more)

Subjects/Keywords: Apartment buildings; concrete; the lattice girder system; hollow core slabs; statics; Flerbostadshus; betong; plattbärlag; håldäck; statik; ljud; brand; torktider

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APA (6th Edition):

Ali, H. J. (2014). En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174885

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):

Ali, Hussam Jader. “En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus.” 2014. Thesis, KTH. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174885.

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

MLA Handbook (7th Edition):

Ali, Hussam Jader. “En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus.” 2014. Web. 15 Nov 2019.

Vancouver:

Ali HJ. En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus. [Internet] [Thesis]. KTH; 2014. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174885.

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

Council of Science Editors:

Ali HJ. En utvärdering av ett nyutvecklat betongbjälklag för fler bostadshus. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-174885

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


KTH

11. Elias, Jamil Makdesi. Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F.

Degree: Building Technology and Design, 2014, KTH

Byggandet av dagens sjukhus har blivit allt mer komplext. När det kommer till uppbyggnaden av stomkonstruktionen har kraven för vibrationer ökat. För att säkerställa… (more)

Subjects/Keywords: Wufi; hollow core slabs; joint cast; dehydration; casting; drying times; Wufi; håldäcksbjälklag; foggjutning; uttorkning; pågjutning; torktider

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APA (6th Edition):

Elias, J. M. (2014). Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149307

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):

Elias, Jamil Makdesi. “Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F.” 2014. Thesis, KTH. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149307.

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

MLA Handbook (7th Edition):

Elias, Jamil Makdesi. “Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F.” 2014. Web. 15 Nov 2019.

Vancouver:

Elias JM. Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F. [Internet] [Thesis]. KTH; 2014. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149307.

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

Council of Science Editors:

Elias JM. Uttorkning av komplexa betongkonstruktioner : Uttorkningstider för foggjutning och pågjutning på HD/F. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149307

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

12. Naber, N.R. Reuse of hollow core slabs from office buildings to residential buildings:.

Degree: 2012, Delft University of Technology

 The subject of this thesis is the reuse of hollow core slabs from office building to residential buildings. It was written as final part of… (more)

Subjects/Keywords: hollow core slabs; reuse; sustainibility; LCA

…Reuse of hollow core slabs from office buildings to residential buildings 6. LIFE CYCLE… …Reuse of hollow core slabs from office buildings to residential buildings 9 IV. List of… …32 Figure 2-11: Bucket to clasp the hollow core slabs… …44 Figure 2-15: Hollow core slabs supported by steel THQ beams… …44 Figure 2-16: Stock of hollow core slabs in a storage hall… 

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APA (6th Edition):

Naber, N. R. (2012). Reuse of hollow core slabs from office buildings to residential buildings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a04416b7-e8c0-499d-81c7-48c51b5e7fda

Chicago Manual of Style (16th Edition):

Naber, N R. “Reuse of hollow core slabs from office buildings to residential buildings:.” 2012. Masters Thesis, Delft University of Technology. Accessed November 15, 2019. http://resolver.tudelft.nl/uuid:a04416b7-e8c0-499d-81c7-48c51b5e7fda.

MLA Handbook (7th Edition):

Naber, N R. “Reuse of hollow core slabs from office buildings to residential buildings:.” 2012. Web. 15 Nov 2019.

Vancouver:

Naber NR. Reuse of hollow core slabs from office buildings to residential buildings:. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2019 Nov 15]. Available from: http://resolver.tudelft.nl/uuid:a04416b7-e8c0-499d-81c7-48c51b5e7fda.

Council of Science Editors:

Naber NR. Reuse of hollow core slabs from office buildings to residential buildings:. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:a04416b7-e8c0-499d-81c7-48c51b5e7fda


Delft University of Technology

13. Fellinger, J.H.H. Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs.

Degree: 2004, Delft University of Technology

Hollow core (HC) slabs are made of precast concrete with pretensioned strands. These slabs are popular as floor structures in offices and housing. At ambient… (more)

Subjects/Keywords: fire resistance; concrete; hollow core slabs; shear; anchorage

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

APA (6th Edition):

Fellinger, J. H. H. (2004). Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb

Chicago Manual of Style (16th Edition):

Fellinger, J H H. “Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs.” 2004. Doctoral Dissertation, Delft University of Technology. Accessed November 15, 2019. http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb.

MLA Handbook (7th Edition):

Fellinger, J H H. “Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs.” 2004. Web. 15 Nov 2019.

Vancouver:

Fellinger JHH. Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs. [Internet] [Doctoral dissertation]. Delft University of Technology; 2004. [cited 2019 Nov 15]. Available from: http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb.

Council of Science Editors:

Fellinger JHH. Shear and Anchorage Behaviour of Fire Exposed Hollow Core Slabs. [Doctoral Dissertation]. Delft University of Technology; 2004. Available from: http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; urn:NBN:nl:ui:24-uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb ; http://resolver.tudelft.nl/uuid:435c79f9-a4dc-4438-bea3-562e9a1a8fcb

14. Grande, Fernando Mazzeo. Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social.

Degree: PhD, Arquitetura, Urbanismo e Tecnologia, 2009, University of São Paulo

Este trabalho analisa, por meio de método experimental, a viabilidade de apropriar a produção de painel alveolar de concreto armado para aplicação em habitações de… (more)

Subjects/Keywords: Compressive strength; Concreto armado pré-moldado; Construção sustentável; Habitação de interesse social; Hollow core slabs; Painel alveolar; Precast reinforced concrete; Resistência à compressão; Social housing; Sustainable construction

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

APA (6th Edition):

Grande, F. M. (2009). Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18141/tde-06062013-161927/ ;

Chicago Manual of Style (16th Edition):

Grande, Fernando Mazzeo. “Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social.” 2009. Doctoral Dissertation, University of São Paulo. Accessed November 15, 2019. http://www.teses.usp.br/teses/disponiveis/18/18141/tde-06062013-161927/ ;.

MLA Handbook (7th Edition):

Grande, Fernando Mazzeo. “Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social.” 2009. Web. 15 Nov 2019.

Vancouver:

Grande FM. Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2019 Nov 15]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18141/tde-06062013-161927/ ;.

Council of Science Editors:

Grande FM. Desenvolvimento de painel alveolar de concreto armado pré-moldado para habitações de interesse social. [Doctoral Dissertation]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18141/tde-06062013-161927/ ;


Mid Sweden University

15. Kareliusson, Filip. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.

Degree: Ecotechnology and Sustainable Building Engineering, 2017, Mid Sweden University

Byggnadstaktenav flerbostadshus i Sverige ligger på en hög nivå och ökar. Detta medför kravpå en snabb byggprocess. En lösning för att snabba på byggprocessen… (more)

Subjects/Keywords: Slabs; CLT; hollow core slab; precast slab; in situ cast concrete slab; Bjälklag; KL-trä; Håldäck; Plattbärlag; Platsgjutet betongbjälklag; Civil Engineering; Samhällsbyggnadsteknik

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APA (6th Edition):

Kareliusson, F. (2017). Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. (Thesis). Mid Sweden University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522

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):

Kareliusson, Filip. “Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.” 2017. Thesis, Mid Sweden University. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522.

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

MLA Handbook (7th Edition):

Kareliusson, Filip. “Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.” 2017. Web. 15 Nov 2019.

Vancouver:

Kareliusson F. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. [Internet] [Thesis]. Mid Sweden University; 2017. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522.

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

Council of Science Editors:

Kareliusson F. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. [Thesis]. Mid Sweden University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522

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


University of Windsor

16. Wang, Xuefei. Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling.

Degree: MA, Civil and Environmental Engineering, 2007, University of Windsor

Subjects/Keywords: BEHAVIOR; CONCRETE; CORE; ELEMENT; FINITE; HOLLOW; MODELLING; NONLINEAR; PRESTRESSED; SHEAR; SLABS; STUDY

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

APA (6th Edition):

Wang, X. (2007). Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7021

Chicago Manual of Style (16th Edition):

Wang, Xuefei. “Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling.” 2007. Masters Thesis, University of Windsor. Accessed November 15, 2019. https://scholar.uwindsor.ca/etd/7021.

MLA Handbook (7th Edition):

Wang, Xuefei. “Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling.” 2007. Web. 15 Nov 2019.

Vancouver:

Wang X. Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling. [Internet] [Masters thesis]. University of Windsor; 2007. [cited 2019 Nov 15]. Available from: https://scholar.uwindsor.ca/etd/7021.

Council of Science Editors:

Wang X. Study on the shear behavior of prestressed concrete hollow core slabs by nonlinear finite element modelling. [Masters Thesis]. University of Windsor; 2007. Available from: https://scholar.uwindsor.ca/etd/7021

17. Pinhal, Francisco Pedro Marquês. Dimensionamento de um edifício destinado a centro de dia para idosos e creche.

Degree: 2016, Repositório Científico do Instituto Politécnico de Lisboa

Trabalho de Projeto para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Estruturas

Este trabalho final consiste num projeto de… (more)

Subjects/Keywords: Dimensionamento betão armado; Laje fungiforme aligeirada; Eurocódigos; Sismo; Elementos primários e secundários; Pré-esforço em lajes; Reinforced concrete design; Hollow core flat slabs; Eurocodes; Earthquake; Primary and secondary elements; Prestressing slabs

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APA (6th Edition):

Pinhal, F. P. M. (2016). Dimensionamento de um edifício destinado a centro de dia para idosos e creche. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6239

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):

Pinhal, Francisco Pedro Marquês. “Dimensionamento de um edifício destinado a centro de dia para idosos e creche.” 2016. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed November 15, 2019. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6239.

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

MLA Handbook (7th Edition):

Pinhal, Francisco Pedro Marquês. “Dimensionamento de um edifício destinado a centro de dia para idosos e creche.” 2016. Web. 15 Nov 2019.

Vancouver:

Pinhal FPM. Dimensionamento de um edifício destinado a centro de dia para idosos e creche. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2016. [cited 2019 Nov 15]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6239.

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

Council of Science Editors:

Pinhal FPM. Dimensionamento de um edifício destinado a centro de dia para idosos e creche. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2016. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/6239

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


University of Canterbury

18. Moss, P.J. Hollow-core concrete slabs exposed to fire.

Degree: Civil and Natural Resources Engineering, 2008, University of Canterbury

 The aim of this paper is to provide recommendations to designers, and to propose a simple method for designers to model the structural behaviour of… (more)

Subjects/Keywords: hollow-core slabs; concrete; floor design; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

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

APA (6th Edition):

Moss, P. J. (2008). Hollow-core concrete slabs exposed to fire. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4228

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):

Moss, P J. “Hollow-core concrete slabs exposed to fire.” 2008. Thesis, University of Canterbury. Accessed November 15, 2019. http://hdl.handle.net/10092/4228.

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

MLA Handbook (7th Edition):

Moss, P J. “Hollow-core concrete slabs exposed to fire.” 2008. Web. 15 Nov 2019.

Vancouver:

Moss PJ. Hollow-core concrete slabs exposed to fire. [Internet] [Thesis]. University of Canterbury; 2008. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10092/4228.

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

Council of Science Editors:

Moss PJ. Hollow-core concrete slabs exposed to fire. [Thesis]. University of Canterbury; 2008. Available from: http://hdl.handle.net/10092/4228

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


Halmstad University

19. Sandahl, William. Utdragskapacitet Sidokoppling Håldäck.

Degree: Engineering and Science, 2017, Halmstad University

  To achieve structural integrity in precast concrete systems, connections between elements must be capable to transfer both vertical and horizontal loads which puts high… (more)

Subjects/Keywords: concrete; precast concrete; hollow-core slabs; joints; tie-connections; tensile capacity; pull-out test; accidental loads; progressive collapse; betong; prefabricerad betong; håldäckselement; förband; koppling; dragkapacitet; utdragsprov; olyckslast; fortskridande ras; Construction Management; Byggproduktion; Building Technologies; Husbyggnad

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

APA (6th Edition):

Sandahl, W. (2017). Utdragskapacitet Sidokoppling Håldäck. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506

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):

Sandahl, William. “Utdragskapacitet Sidokoppling Håldäck.” 2017. Thesis, Halmstad University. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.

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

MLA Handbook (7th Edition):

Sandahl, William. “Utdragskapacitet Sidokoppling Håldäck.” 2017. Web. 15 Nov 2019.

Vancouver:

Sandahl W. Utdragskapacitet Sidokoppling Håldäck. [Internet] [Thesis]. Halmstad University; 2017. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.

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

Council of Science Editors:

Sandahl W. Utdragskapacitet Sidokoppling Håldäck. [Thesis]. Halmstad University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506

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


Brno University of Technology

20. Šmíd, Václav. Bytový dům, Brno - Židenice .

Degree: 2015, Brno University of Technology

 V rámci své diplomové práce jsem zpracoval projektovou dokumentaci pro provedení stavby bytového domu v Brně – Židenicích. Dům je samostatně stojící a má 7… (more)

Subjects/Keywords: bytový dům; žb základové pasy; keramický nosný systém; panelové stropy; vegetační střecha; samostatné garáže; apartment building; reinforced concrete strips; ceramic vertical load-bearing structure; hollow core slabs; vegetation roof; individual garages

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

APA (6th Edition):

Šmíd, V. (2015). Bytový dům, Brno - Židenice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38034

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):

Šmíd, Václav. “Bytový dům, Brno - Židenice .” 2015. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/38034.

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

MLA Handbook (7th Edition):

Šmíd, Václav. “Bytový dům, Brno - Židenice .” 2015. Web. 15 Nov 2019.

Vancouver:

Šmíd V. Bytový dům, Brno - Židenice . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/38034.

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

Council of Science Editors:

Šmíd V. Bytový dům, Brno - Židenice . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/38034

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

21. Castilho, Vanessa Cristina de. Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos.

Degree: PhD, Estruturas, 2003, University of São Paulo

Este trabalho trata da otimização de painéis alveolares e vigotas protendidas utilizando Algoritmos Genéticos (AGs). A proposta de tal algoritmo foi inspirada no princípio da… (more)

Subjects/Keywords: algoritmos genéticos; Augmented Lagrangian; custos; genetic algorithm; hollow core panel; lajes; método Lagrangeano Aumentado; otimização estrutural; painel alveolar; prestressed joist; slabs; structural optimization; vigota protendida

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

APA (6th Edition):

Castilho, V. C. d. (2003). Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14102003-113629/ ;

Chicago Manual of Style (16th Edition):

Castilho, Vanessa Cristina de. “Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos.” 2003. Doctoral Dissertation, University of São Paulo. Accessed November 15, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14102003-113629/ ;.

MLA Handbook (7th Edition):

Castilho, Vanessa Cristina de. “Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos.” 2003. Web. 15 Nov 2019.

Vancouver:

Castilho VCd. Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos. [Internet] [Doctoral dissertation]. University of São Paulo; 2003. [cited 2019 Nov 15]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14102003-113629/ ;.

Council of Science Editors:

Castilho VCd. Otimização de componentes de concreto pré-moldado protendidos mediante algoritmos genéticos. [Doctoral Dissertation]. University of São Paulo; 2003. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14102003-113629/ ;


Brno University of Technology

22. Berényiová, Christiána. Mateřská škola .

Degree: 2019, Brno University of Technology

 Diplomová práce řeší návrh a vypracování projektové dokumentace pro mateřskou školu ve městě Velké Pavlovice. Jedná se o samostatně stojící budovu se dvěma nadzemními podlažími… (more)

Subjects/Keywords: mateřská škola; zděná stavba; vápenopískové tvárnice; předpjaté stropní panely; plochá extenzivní střecha; dvě nadzemní podlaží; částečné podsklepení; výtah; základové pásy; ztracené bednění; kontaktní zateplení; kindergarten; brick building; sand-lime blocks; prestressed hollow-core slabs; flat extensive roof; two floors; partial basement; elevator; strip foundations; permanent formwork; contact thermal insulation

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

APA (6th Edition):

Berényiová, C. (2019). Mateřská škola . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137639

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):

Berényiová, Christiána. “Mateřská škola .” 2019. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/137639.

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

MLA Handbook (7th Edition):

Berényiová, Christiána. “Mateřská škola .” 2019. Web. 15 Nov 2019.

Vancouver:

Berényiová C. Mateřská škola . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/137639.

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

Council of Science Editors:

Berényiová C. Mateřská škola . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137639

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

23. Celal, Mahmut Sami. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.

Degree: Civil Engineering, 2012, University of Manitoba

 Shear strength of precast/prestressed hollow-core (PHC) slabs subjected to concentrated or line loads, especially near supports, may be critical and usually is the governing criteria… (more)

Subjects/Keywords: hollow-core slabs; shear capacity of prestressed members; web-shear resistance; FEM by ANSYS; factors affecting shear resistance; shear analysis by CSA A23.3-04; shear analysis by ACI 318-08; shear analysis by DIN EN 1168-08; full-scale testing of hollow-cores

…in Canada to produce prestressed hollow-core (PHC) slabs. Since then, the use of… …shear resistance. Hollow-core slabs under ideal conditions are usually designed to resist… …producers as a quality-assurance check for hollow-core slabs. Limited research performed on PHC… …Hollow Core Slabs Palmer and Schultz (2010) stated that there are six parameters that… …56 Table (4.3): Nominal vs. experimental sectional properties of tested slabs… 

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

APA (6th Edition):

Celal, M. S. (2012). Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/5077

Chicago Manual of Style (16th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Masters Thesis, University of Manitoba. Accessed November 15, 2019. http://hdl.handle.net/1993/5077.

MLA Handbook (7th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Web. 15 Nov 2019.

Vancouver:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/1993/5077.

Council of Science Editors:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/5077

.