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You searched for subject:(Floors Concrete). Showing records 1 – 30 of 118 total matches.

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University of Johannesburg

1. Van der Merwe, Elizabeth Maria. Behaviour of floor joint edges under hard-wheeled loads.

Degree: 2012, University of Johannesburg

M.Ing.

This research project was initiated by a well-known international company (MAKRO SA), which had experienced floor joint problems occurring in their industrial floors. Floor… (more)

Subjects/Keywords: Floors, Concrete - Design and construction.; Industrial buildings - Floors - Design and construction.; Floors, Concrete - Joints.; Industrial buildings - Floors - Joints.; Subsoils.

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

APA (6th Edition):

Van der Merwe, E. M. (2012). Behaviour of floor joint edges under hard-wheeled loads. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/5843

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):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Thesis, University of Johannesburg. Accessed January 26, 2020. http://hdl.handle.net/10210/5843.

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

MLA Handbook (7th Edition):

Van der Merwe, Elizabeth Maria. “Behaviour of floor joint edges under hard-wheeled loads.” 2012. Web. 26 Jan 2020.

Vancouver:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10210/5843.

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

Council of Science Editors:

Van der Merwe EM. Behaviour of floor joint edges under hard-wheeled loads. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/5843

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


University of Technology, Sydney

2. Rijal, Rajendra. Dynamic performance of timber and timber-concrete composite flooring systems.

Degree: 2013, University of Technology, Sydney

 In recent years, there has been an increasing trend in Australia and New Zealand towards the use of long-span timber and timber-concrete composite (TCC) flooring… (more)

Subjects/Keywords: Timber-concrete composite floors.; Timber floors.; Dynamic performance.

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APA (6th Edition):

Rijal, R. (2013). Dynamic performance of timber and timber-concrete composite flooring systems. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/21821

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):

Rijal, Rajendra. “Dynamic performance of timber and timber-concrete composite flooring systems.” 2013. Thesis, University of Technology, Sydney. Accessed January 26, 2020. http://hdl.handle.net/10453/21821.

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

MLA Handbook (7th Edition):

Rijal, Rajendra. “Dynamic performance of timber and timber-concrete composite flooring systems.” 2013. Web. 26 Jan 2020.

Vancouver:

Rijal R. Dynamic performance of timber and timber-concrete composite flooring systems. [Internet] [Thesis]. University of Technology, Sydney; 2013. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10453/21821.

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

Council of Science Editors:

Rijal R. Dynamic performance of timber and timber-concrete composite flooring systems. [Thesis]. University of Technology, Sydney; 2013. Available from: http://hdl.handle.net/10453/21821

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


University of Hong Kong

3. 陳國煌; Chan, Kwok-wong. Analysis of curved bridge decks.

Degree: MSin Engineering, 1969, University of Hong Kong

published_or_final_version

Civil Engineering

Master

Master of Science in Engineering

Subjects/Keywords: Bridges; Concrete - Floors.

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APA (6th Edition):

陳國煌; Chan, K. (1969). Analysis of curved bridge decks. (Masters Thesis). University of Hong Kong. Retrieved from Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600

Chicago Manual of Style (16th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Masters Thesis, University of Hong Kong. Accessed January 26, 2020. Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

MLA Handbook (7th Edition):

陳國煌; Chan, Kwok-wong. “Analysis of curved bridge decks.” 1969. Web. 26 Jan 2020.

Vancouver:

陳國煌; Chan K. Analysis of curved bridge decks. [Internet] [Masters thesis]. University of Hong Kong; 1969. [cited 2020 Jan 26]. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600.

Council of Science Editors:

陳國煌; Chan K. Analysis of curved bridge decks. [Masters Thesis]. University of Hong Kong; 1969. Available from: Chan, K. [陳國煌]. (1969). Analysis of curved bridge decks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3125211 ; http://dx.doi.org/10.5353/th_b3125211 ; http://hdl.handle.net/10722/36600


Queensland University of Technology

4. Jetann, Charles Anthony. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.

Degree: 2010, Queensland University of Technology

 The vibration serviceability limit state is an important design consideration for two-way, suspended concrete floors that is not always well understood by many practicing structural… (more)

Subjects/Keywords: suspended concrete floors; floor vibration; vibration serviceability

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APA (6th Edition):

Jetann, C. A. (2010). Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/41565/

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):

Jetann, Charles Anthony. “Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.” 2010. Thesis, Queensland University of Technology. Accessed January 26, 2020. https://eprints.qut.edu.au/41565/.

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

MLA Handbook (7th Edition):

Jetann, Charles Anthony. “Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors.” 2010. Web. 26 Jan 2020.

Vancouver:

Jetann CA. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. [Internet] [Thesis]. Queensland University of Technology; 2010. [cited 2020 Jan 26]. Available from: https://eprints.qut.edu.au/41565/.

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

Council of Science Editors:

Jetann CA. Development of the response coefficient-root function method for the transient vibration serviceability design of flat concrete floors. [Thesis]. Queensland University of Technology; 2010. Available from: https://eprints.qut.edu.au/41565/

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


Ryerson University

5. Khederzadeh, Hamidreza. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.

Degree: 2010, Ryerson University

 Post-tensioned concrete bridge decks have been in service in Ontario for more than 30 years. Many of such bridge deck have been operating without any… (more)

Subjects/Keywords: Bridges  – Floors  – Corrosion  – Testing; Bridges  – Floors  – Testing; Bridges  – Floors  – Maintenance and repair; Bridges  – Floors; Concrete bridges  – Design and construction  – Testing; Post-tensioned prestressed concrete

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APA (6th Edition):

Khederzadeh, H. (2010). Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Thesis, Ryerson University. Accessed January 26, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

MLA Handbook (7th Edition):

Khederzadeh, Hamidreza. “Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks.” 2010. Web. 26 Jan 2020.

Vancouver:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Internet] [Thesis]. Ryerson University; 2010. [cited 2020 Jan 26]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468.

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

Council of Science Editors:

Khederzadeh H. Non-Destructive Assessment And Remedy Of Grouted Prestressed Cable Ducts In Post-Tensioned Decks. [Thesis]. Ryerson University; 2010. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2468

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


Rutgers University

6. Eagelton, Jonathan, 1990-. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).

Degree: MS, Civil and Environmental Engineering, 2014, Rutgers University

 For decades, High Performance Concrete has commonly been used in bridge decks due to its high strength and durability. Despite these properties, cracking in decks… (more)

Subjects/Keywords: High strength concrete – Cracking; High strength concrete – Expansion and contraction; Concrete bridges – Floors

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

APA (6th Edition):

Eagelton, Jonathan, 1. (2014). Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/42379/

Chicago Manual of Style (16th Edition):

Eagelton, Jonathan, 1990-. “Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).” 2014. Masters Thesis, Rutgers University. Accessed January 26, 2020. https://rucore.libraries.rutgers.edu/rutgers-lib/42379/.

MLA Handbook (7th Edition):

Eagelton, Jonathan, 1990-. “Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC).” 2014. Web. 26 Jan 2020.

Vancouver:

Eagelton, Jonathan 1. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). [Internet] [Masters thesis]. Rutgers University; 2014. [cited 2020 Jan 26]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/42379/.

Council of Science Editors:

Eagelton, Jonathan 1. Restrained shrinkage behavior of heat-cured, high early-strength high-performance concrete (HES-HPC). [Masters Thesis]. Rutgers University; 2014. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/42379/

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

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

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

Subjects/Keywords: Concrete; Finite; Floors; Precast

…INTRODUCTION Precast concrete systems are not new to the construction industry. These systems afford… …assurance of the concrete product. Currently, the most common precast flooring systems are… …of equations that the computer must solve. Building a precast concrete model comprised of… …concrete and steel floor structure. This system differs from other composite systems in the… …concrete slab through a system of stem walls. These stem walls are not continuous along the… 

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APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Masters Thesis, University of Utah. Accessed January 26, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

MLA Handbook (7th Edition):

Christopulos, Zachary P. “Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies.” 2014. Web. 26 Jan 2020.

Vancouver:

Christopulos ZP. Three-dimensional analyses of precast concrete flooring systems unsing finite element modeling of subassemblies. [Internet] [Masters thesis]. University of Utah; 2014. [cited 2020 Jan 26]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/3375/rec/2740.

Council of Science Editors:

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

8. Hawkins, William John. Thin-shell Concrete Floors for Sustainable Buildings.

Degree: PhD, 2020, University of Cambridge

 Rapid urbanisation and population growth is driving unprecedented levels of building construction. Over the next 40 years, approximately 230 billion square meters of new floor… (more)

Subjects/Keywords: Concrete shells; Structural optimisation; Building structures; Floors; Embodied carbon; Construction; Sustainability; textile reinforced concrete

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

APA (6th Edition):

Hawkins, W. J. (2020). Thin-shell Concrete Floors for Sustainable Buildings. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/298919

Chicago Manual of Style (16th Edition):

Hawkins, William John. “Thin-shell Concrete Floors for Sustainable Buildings.” 2020. Doctoral Dissertation, University of Cambridge. Accessed January 26, 2020. https://www.repository.cam.ac.uk/handle/1810/298919.

MLA Handbook (7th Edition):

Hawkins, William John. “Thin-shell Concrete Floors for Sustainable Buildings.” 2020. Web. 26 Jan 2020.

Vancouver:

Hawkins WJ. Thin-shell Concrete Floors for Sustainable Buildings. [Internet] [Doctoral dissertation]. University of Cambridge; 2020. [cited 2020 Jan 26]. Available from: https://www.repository.cam.ac.uk/handle/1810/298919.

Council of Science Editors:

Hawkins WJ. Thin-shell Concrete Floors for Sustainable Buildings. [Doctoral Dissertation]. University of Cambridge; 2020. Available from: https://www.repository.cam.ac.uk/handle/1810/298919


University of Cambridge

9. Hawkins, William John. Thin-shell concrete floors for sustainable buildings.

Degree: PhD, 2020, University of Cambridge

 Rapid urbanisation and population growth is driving unprecedented levels of building construction. Over the next 40 years, approximately 230 billion square meters of new floor… (more)

Subjects/Keywords: Concrete shells; Structural optimisation; Building structures; Floors; Embodied carbon; Construction; Sustainability; textile reinforced concrete

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

APA (6th Edition):

Hawkins, W. J. (2020). Thin-shell concrete floors for sustainable buildings. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/298919 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.793070

Chicago Manual of Style (16th Edition):

Hawkins, William John. “Thin-shell concrete floors for sustainable buildings.” 2020. Doctoral Dissertation, University of Cambridge. Accessed January 26, 2020. https://www.repository.cam.ac.uk/handle/1810/298919 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.793070.

MLA Handbook (7th Edition):

Hawkins, William John. “Thin-shell concrete floors for sustainable buildings.” 2020. Web. 26 Jan 2020.

Vancouver:

Hawkins WJ. Thin-shell concrete floors for sustainable buildings. [Internet] [Doctoral dissertation]. University of Cambridge; 2020. [cited 2020 Jan 26]. Available from: https://www.repository.cam.ac.uk/handle/1810/298919 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.793070.

Council of Science Editors:

Hawkins WJ. Thin-shell concrete floors for sustainable buildings. [Doctoral Dissertation]. University of Cambridge; 2020. Available from: https://www.repository.cam.ac.uk/handle/1810/298919 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.793070


Ryerson University

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

Degree: 2014, Ryerson University

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Thesis, Ryerson University. Accessed January 26, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

MLA Handbook (7th Edition):

Khalafalla, Imad E. “Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars.” 2014. Web. 26 Jan 2020.

Vancouver:

Khalafalla IE. Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Jan 26]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3534.

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

Council of Science Editors:

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

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


Ryerson University

11. Khederzadeh, Hamidreza. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.

Degree: 2014, Ryerson University

 In harsh environment, corrosion of steel reinforcement causes durability problems. Glass Fiber Reinforced Polymer (GFRP) has emerged as an alternative to corrosion-related problem of steel… (more)

Subjects/Keywords: Reinforcing bars  – Testing; Reinforcing bars; Bridges  – Floors  – Design and construction; Bridges  – Floors  – Testing; Walls  – Design and construction; Walls  – Testing; Concrete walls  – Design and construction; Strains and stresses; Concrete-filled tubes

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

APA (6th Edition):

Khederzadeh, H. (2014). Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3540

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):

Khederzadeh, Hamidreza. “Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.” 2014. Thesis, Ryerson University. Accessed January 26, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A3540.

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

MLA Handbook (7th Edition):

Khederzadeh, Hamidreza. “Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.” 2014. Web. 26 Jan 2020.

Vancouver:

Khederzadeh H. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. [Internet] [Thesis]. Ryerson University; 2014. [cited 2020 Jan 26]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3540.

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

Council of Science Editors:

Khederzadeh H. Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars. [Thesis]. Ryerson University; 2014. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3540

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

12. Diógenes, Hidelbrando José Farkat. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.

Degree: Mestrado, Estruturas, 2010, University of São Paulo

No contexto da modernização da construção civil, a aplicação de elementos estruturais de concreto pré-moldado nas construções oferece comprovados benefícios à estratégia de execução das… (more)

Subjects/Keywords: Análise dinâmica; Concreto pré-moldado; Dynamic analysis; Floors; Pisos; Precast concrete; Prestressing; Protensão; Vibrações; Vibrations

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APA (6th Edition):

Diógenes, H. J. F. (2010). Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;

Chicago Manual of Style (16th Edition):

Diógenes, Hidelbrando José Farkat. “Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.” 2010. Masters Thesis, University of São Paulo. Accessed January 26, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;.

MLA Handbook (7th Edition):

Diógenes, Hidelbrando José Farkat. “Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço.” 2010. Web. 26 Jan 2020.

Vancouver:

Diógenes HJF. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2020 Jan 26]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;.

Council of Science Editors:

Diógenes HJF. Análise tipológica de elementos e sistemas construtivos pré-moldados de concreto do ponto de vista de sensibilidade a vibrações em serviço. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042010-110905/ ;


Ryerson University

13. Ahmed, Mahmoud Shaaban Sayed. Development and study of closure strip between precast deck panels in accelerated bridge construction.

Degree: 2016, Ryerson University

 This research investigates the use of glass fiber reinforced polymer (GFRP) bars in bridge decks and ultra-high performance fibre-reinforced concrete (UHPFRC) as filling materials in… (more)

Subjects/Keywords: Concrete bridges  – Design and construction; Bridges  – Design and construction; Bridges  – Floors  – Materials

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APA (6th Edition):

Ahmed, M. S. S. (2016). Development and study of closure strip between precast deck panels in accelerated bridge construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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

Chicago Manual of Style (16th Edition):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Thesis, Ryerson University. Accessed January 26, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

MLA Handbook (7th Edition):

Ahmed, Mahmoud Shaaban Sayed. “Development and study of closure strip between precast deck panels in accelerated bridge construction.” 2016. Web. 26 Jan 2020.

Vancouver:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Jan 26]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790.

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

Council of Science Editors:

Ahmed MSS. Development and study of closure strip between precast deck panels in accelerated bridge construction. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5790

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


Delft University of Technology

14. Arkesteijn, R.T. Dimensionering van onderwaterbetonvloeren :.

Degree: 2012, Delft University of Technology

 Samenvatting is verwerkt in document, hoofstukken omvatten: - gevoeligheidsanalyses - betontechnologische aspecten - gebruik van 2D-rekenmodel - toetsing in BGT en UGT - constructieve veiligheide… (more)

Subjects/Keywords: CUR-aanbeveling 77; CUR77; CUR236; onderwaterbetonvloeren; underwater concrete floors; staalvezel; steel fibre; ankerpalen; anchor piles

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

APA (6th Edition):

Arkesteijn, R. T. (2012). Dimensionering van onderwaterbetonvloeren :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9

Chicago Manual of Style (16th Edition):

Arkesteijn, R T. “Dimensionering van onderwaterbetonvloeren :.” 2012. Masters Thesis, Delft University of Technology. Accessed January 26, 2020. http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9.

MLA Handbook (7th Edition):

Arkesteijn, R T. “Dimensionering van onderwaterbetonvloeren :.” 2012. Web. 26 Jan 2020.

Vancouver:

Arkesteijn RT. Dimensionering van onderwaterbetonvloeren :. [Internet] [Masters thesis]. Delft University of Technology; 2012. [cited 2020 Jan 26]. Available from: http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9.

Council of Science Editors:

Arkesteijn RT. Dimensionering van onderwaterbetonvloeren :. [Masters Thesis]. Delft University of Technology; 2012. Available from: http://resolver.tudelft.nl/uuid:894f9135-0edc-4a8d-9d0e-324b0adc5bf9


University of Johannesburg

15. Vilonel, Jacobus Philippus. 'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

Please refer to full text to view abstract

Subjects/Keywords: Prestressed concrete construction; Floors, Concrete - Design and construction

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

APA (6th Edition):

Vilonel, J. P. (2014). 'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/12730

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):

Vilonel, Jacobus Philippus. “'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is.” 2014. Thesis, University of Johannesburg. Accessed January 26, 2020. http://hdl.handle.net/10210/12730.

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

MLA Handbook (7th Edition):

Vilonel, Jacobus Philippus. “'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is.” 2014. Web. 26 Jan 2020.

Vancouver:

Vilonel JP. 'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10210/12730.

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

Council of Science Editors:

Vilonel JP. 'n Koste vergelykende studie tussen konvensionele ongewapende beton en spanbeton pakhuisvloere wat vir puntlaste ontwerp is. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/12730

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


Swedish University of Agricultural Sciences

16. Wachenfelt, Hans von. Effect of floor condition on pig gait.

Degree: 2009, Swedish University of Agricultural Sciences

 Unhealthy legs and claws in pig production are a persistent problem, a primary reason for which seems to be inappropriate floor properties in the pig… (more)

Subjects/Keywords: swine; limbs; floors; locomotion; kinematics; animal health; concrete; pig; gait; floor; concrete; rubber mat; friction; kinematics; kinetics; slip

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

APA (6th Edition):

Wachenfelt, H. v. (2009). Effect of floor condition on pig gait. (Doctoral Dissertation). Swedish University of Agricultural Sciences. Retrieved from http://pub.epsilon.slu.se/2147/

Chicago Manual of Style (16th Edition):

Wachenfelt, Hans von. “Effect of floor condition on pig gait.” 2009. Doctoral Dissertation, Swedish University of Agricultural Sciences. Accessed January 26, 2020. http://pub.epsilon.slu.se/2147/.

MLA Handbook (7th Edition):

Wachenfelt, Hans von. “Effect of floor condition on pig gait.” 2009. Web. 26 Jan 2020.

Vancouver:

Wachenfelt Hv. Effect of floor condition on pig gait. [Internet] [Doctoral dissertation]. Swedish University of Agricultural Sciences; 2009. [cited 2020 Jan 26]. Available from: http://pub.epsilon.slu.se/2147/.

Council of Science Editors:

Wachenfelt Hv. Effect of floor condition on pig gait. [Doctoral Dissertation]. Swedish University of Agricultural Sciences; 2009. Available from: http://pub.epsilon.slu.se/2147/


Brno University of Technology

17. Jelínek, Jan. Mateřská školka .

Degree: 2019, Brno University of Technology

 Cílem diplomové práce je vytvoření prováděcí projektové dokumentace pro mateřskou školu. Stavba se nachází v obci Brtnice ve stávající zástavbě v lokalitě Nová Čtvrť. Mateřská… (more)

Subjects/Keywords: Mateřská školka; plochá střecha; železobetonový strop; pórobeton; dvě podlaží; Kidsgarden; flat roof; concrete ceiling; aerated concrete; two floors

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

APA (6th Edition):

Jelínek, J. (2019). Mateřská školka . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137537

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):

Jelínek, Jan. “Mateřská školka .” 2019. Thesis, Brno University of Technology. Accessed January 26, 2020. http://hdl.handle.net/11012/137537.

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

MLA Handbook (7th Edition):

Jelínek, Jan. “Mateřská školka .” 2019. Web. 26 Jan 2020.

Vancouver:

Jelínek J. Mateřská školka . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/11012/137537.

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

Council of Science Editors:

Jelínek J. Mateřská školka . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137537

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


Linnaeus University

18. Hermansson, Denise. Capacity and lifetime analysis of pre-stressed slatted floors.

Degree: Building Technology, 2016, Linnaeus University

  This study investigates the mechanical differences between old and newly produced slatted floors through a four-point bending test. To understand to what extent the… (more)

Subjects/Keywords: Pre-stressed concrete; Reinforced concrete; concrete slatted floors; Four point bending test; Aramis; Carbonation depth; Corrosion; Lifetime analysis; Eurocode; Civil Engineering; Samhällsbyggnadsteknik

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

APA (6th Edition):

Hermansson, D. (2016). Capacity and lifetime analysis of pre-stressed slatted floors. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53205

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):

Hermansson, Denise. “Capacity and lifetime analysis of pre-stressed slatted floors.” 2016. Thesis, Linnaeus University. Accessed January 26, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53205.

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

MLA Handbook (7th Edition):

Hermansson, Denise. “Capacity and lifetime analysis of pre-stressed slatted floors.” 2016. Web. 26 Jan 2020.

Vancouver:

Hermansson D. Capacity and lifetime analysis of pre-stressed slatted floors. [Internet] [Thesis]. Linnaeus University; 2016. [cited 2020 Jan 26]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53205.

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

Council of Science Editors:

Hermansson D. Capacity and lifetime analysis of pre-stressed slatted floors. [Thesis]. Linnaeus University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-53205

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


Iowa State University

19. Schuster, Reinhold Michael. Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs.

Degree: 1970, Iowa State University

Subjects/Keywords: Concrete slabs; Reinforced concrete construction; Floors; Concrete; Structural Engineering; Civil Engineering

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

APA (6th Edition):

Schuster, R. M. (1970). Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/rtd/4792

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):

Schuster, Reinhold Michael. “Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs.” 1970. Thesis, Iowa State University. Accessed January 26, 2020. https://lib.dr.iastate.edu/rtd/4792.

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

MLA Handbook (7th Edition):

Schuster, Reinhold Michael. “Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs.” 1970. Web. 26 Jan 2020.

Vancouver:

Schuster RM. Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs. [Internet] [Thesis]. Iowa State University; 1970. [cited 2020 Jan 26]. Available from: https://lib.dr.iastate.edu/rtd/4792.

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

Council of Science Editors:

Schuster RM. Strength and behavior of cold-rolled steel-deck-reinforced concrete floor slabs. [Thesis]. Iowa State University; 1970. Available from: https://lib.dr.iastate.edu/rtd/4792

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


Universidade do Rio Grande do Sul

20. Guimarães, Diego. Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais.

Degree: 2015, Universidade do Rio Grande do Sul

Os pisos industriais são elementos que estão presentes em muitas obras da construção civil. Devido a isso, estudos devem ser procedidos para melhorar seu desempenho.… (more)

Subjects/Keywords: Concreto reforçado com fibras; Industrial floors; Steel fibre concrete reiforced; Pisos industriais; Ensaios de flexão; Flexural test; Toughness

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

APA (6th Edition):

Guimarães, D. (2015). Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/149264

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):

Guimarães, Diego. “Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed January 26, 2020. http://hdl.handle.net/10183/149264.

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

MLA Handbook (7th Edition):

Guimarães, Diego. “Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais.” 2015. Web. 26 Jan 2020.

Vancouver:

Guimarães D. Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10183/149264.

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

Council of Science Editors:

Guimarães D. Avaliação das propriedades de concretos reforçados com fibras de aço para utilização em pisos industriais. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/149264

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

21. Albuquerque, Augusto Teixeira de. Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos.

Degree: PhD, Estruturas, 2007, University of São Paulo

As estruturas de concreto pré-moldado tendem a ser mais moduladas e mais padronizados do que as estruturas de concreto moldadas no local, logo as técnicas… (more)

Subjects/Keywords: Floors in precast concrete; Optimization and genetic algorithm; Otimização e algoritmos genéticos; Pavimentos de concreto pré-moldado

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

APA (6th Edition):

Albuquerque, A. T. d. (2007). Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-25032008-092341/ ;

Chicago Manual of Style (16th Edition):

Albuquerque, Augusto Teixeira de. “Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos.” 2007. Doctoral Dissertation, University of São Paulo. Accessed January 26, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-25032008-092341/ ;.

MLA Handbook (7th Edition):

Albuquerque, Augusto Teixeira de. “Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos.” 2007. Web. 26 Jan 2020.

Vancouver:

Albuquerque ATd. Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos. [Internet] [Doctoral dissertation]. University of São Paulo; 2007. [cited 2020 Jan 26]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-25032008-092341/ ;.

Council of Science Editors:

Albuquerque ATd. Otimização de pavimentos de edifícios com estruturas de concreto pré-moldado utilizando algoritmos genéticos. [Doctoral Dissertation]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-25032008-092341/ ;

22. Marcos Alberto Ferreira da Silva. Projeto e construção de lajes nervuradas de concreto armado.

Degree: 2005, Universidade Federal de São Carlos

A procura de soluções que sejam simples e ao mesmo tempo eficazes, tragam redução de custos, rapidez e versatilidade nas aplicações é crescente na construção… (more)

Subjects/Keywords: Concreto armado; Lajes nervuradas; Pavimentos de edificações; Estruturas; CONSTRUCAO CIVIL; Reinforced concrete; Rib slabs; Buildings floors; Structures

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

APA (6th Edition):

Silva, M. A. F. d. (2005). Projeto e construção de lajes nervuradas de concreto armado. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=793

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):

Silva, Marcos Alberto Ferreira da. “Projeto e construção de lajes nervuradas de concreto armado.” 2005. Thesis, Universidade Federal de São Carlos. Accessed January 26, 2020. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=793.

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

MLA Handbook (7th Edition):

Silva, Marcos Alberto Ferreira da. “Projeto e construção de lajes nervuradas de concreto armado.” 2005. Web. 26 Jan 2020.

Vancouver:

Silva MAFd. Projeto e construção de lajes nervuradas de concreto armado. [Internet] [Thesis]. Universidade Federal de São Carlos; 2005. [cited 2020 Jan 26]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=793.

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

Council of Science Editors:

Silva MAFd. Projeto e construção de lajes nervuradas de concreto armado. [Thesis]. Universidade Federal de São Carlos; 2005. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=793

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


Universidade do Rio Grande do Sul

23. Silva, Cristina Vitorino da. Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos.

Degree: 2015, Universidade do Rio Grande do Sul

 O desgaste superficial por abrasão é uma manifestação patológica que decorre do atrito entre partículas secas e a superfície do material, causando uma perda progressiva… (more)

Subjects/Keywords: Pisos de concreto; Concrete floors; Surface wear; Resistência à abrasão; Manifestações patológicas; Abrasion resistance; Surface layer

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

APA (6th Edition):

Silva, C. V. d. (2015). Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/139378

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):

Silva, Cristina Vitorino da. “Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed January 26, 2020. http://hdl.handle.net/10183/139378.

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

MLA Handbook (7th Edition):

Silva, Cristina Vitorino da. “Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos.” 2015. Web. 26 Jan 2020.

Vancouver:

Silva CVd. Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10183/139378.

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

Council of Science Editors:

Silva CVd. Estudo da influência das propriedades relacionadas à superfície e à matriz na resistência à abrasão de concretos para pisos. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/139378

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


Universidade do Rio Grande do Sul

24. Silva, Cristina Vitorino da. Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos.

Degree: 2011, Universidade do Rio Grande do Sul

O desgaste superficial constitui uma das manifestações patológicas mais recorrentes em pisos de concreto. A presença de tal manifestação patológica, proveniente do processo abrasivo, é… (more)

Subjects/Keywords: Concrete floors; Concreto; Ensaios (Engenharia); Surface wear; Resistência à abrasão; Abrasion resistance; Consumo de água; Surface hardness; Pisos de concreto

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

APA (6th Edition):

Silva, C. V. d. (2011). Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/32017

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):

Silva, Cristina Vitorino da. “Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed January 26, 2020. http://hdl.handle.net/10183/32017.

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

MLA Handbook (7th Edition):

Silva, Cristina Vitorino da. “Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos.” 2011. Web. 26 Jan 2020.

Vancouver:

Silva CVd. Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/10183/32017.

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

Council of Science Editors:

Silva CVd. Contribuição ao estudo do desgaste superficial por abrasão em concretos empregados em pisos. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/32017

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


University of Central Florida

25. Xia, Jun. Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications.

Degree: 2011, University of Central Florida

 The research presented in this dissertation focuses on the material characterization of ultrahigh performance fiber reinforced concrete (UHP-FRC) at both the microscopic and macroscopic scales.… (more)

Subjects/Keywords: Bridges  – Floors; Fiber reinforced concrete; Movable bridges; Engineering; Dissertations, Academic  – Engineering and Computer Science, Engineering and Computer Science  – Dissertations, Academic

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

APA (6th Edition):

Xia, J. (2011). Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications. (Doctoral Dissertation). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/1994

Chicago Manual of Style (16th Edition):

Xia, Jun. “Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications.” 2011. Doctoral Dissertation, University of Central Florida. Accessed January 26, 2020. https://stars.library.ucf.edu/etd/1994.

MLA Handbook (7th Edition):

Xia, Jun. “Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications.” 2011. Web. 26 Jan 2020.

Vancouver:

Xia J. Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications. [Internet] [Doctoral dissertation]. University of Central Florida; 2011. [cited 2020 Jan 26]. Available from: https://stars.library.ucf.edu/etd/1994.

Council of Science Editors:

Xia J. Ultra-high Performance Fiber Reinforced Concrete In Bridge Deck Applications. [Doctoral Dissertation]. University of Central Florida; 2011. Available from: https://stars.library.ucf.edu/etd/1994


Northeastern University

26. Abramo, David Charles. Impact-echo modeling and imaging techniques.

Degree: MS, Department of Civil and Environmental Engineering, 2011, Northeastern University

 Deteriorating infrastructure across the United States is an issue that is commonly referred to in today's society, yet there still remains a question about the… (more)

Subjects/Keywords: Bridge; Echo; Imaging; Impact; Modeling; Non-destructive; Bridges - Floors; Concrete - Nondestructive testing; Bridges - Deterioration; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Abramo, D. C. (2011). Impact-echo modeling and imaging techniques. (Masters Thesis). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20001234

Chicago Manual of Style (16th Edition):

Abramo, David Charles. “Impact-echo modeling and imaging techniques.” 2011. Masters Thesis, Northeastern University. Accessed January 26, 2020. http://hdl.handle.net/2047/d20001234.

MLA Handbook (7th Edition):

Abramo, David Charles. “Impact-echo modeling and imaging techniques.” 2011. Web. 26 Jan 2020.

Vancouver:

Abramo DC. Impact-echo modeling and imaging techniques. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/2047/d20001234.

Council of Science Editors:

Abramo DC. Impact-echo modeling and imaging techniques. [Masters Thesis]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20001234


University of New South Wales

27. Smith, Eric Thomas. Flexural characteristics of flat plate structures.

Degree: Engineering. Civil Engineering, 1974, University of New South Wales

Subjects/Keywords: Plates Engineering; Flexure; Floors, Concrete; Thesis Digitisation Program

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

APA (6th Edition):

Smith, E. T. (1974). Flexural characteristics of flat plate structures. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/64824 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62739/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Smith, Eric Thomas. “Flexural characteristics of flat plate structures.” 1974. Doctoral Dissertation, University of New South Wales. Accessed January 26, 2020. http://handle.unsw.edu.au/1959.4/64824 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62739/SOURCE01?view=true.

MLA Handbook (7th Edition):

Smith, Eric Thomas. “Flexural characteristics of flat plate structures.” 1974. Web. 26 Jan 2020.

Vancouver:

Smith ET. Flexural characteristics of flat plate structures. [Internet] [Doctoral dissertation]. University of New South Wales; 1974. [cited 2020 Jan 26]. Available from: http://handle.unsw.edu.au/1959.4/64824 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62739/SOURCE01?view=true.

Council of Science Editors:

Smith ET. Flexural characteristics of flat plate structures. [Doctoral Dissertation]. University of New South Wales; 1974. Available from: http://handle.unsw.edu.au/1959.4/64824 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:62739/SOURCE01?view=true


Universidade do Estado do Rio de Janeiro

28. Priscilla Formoso da Cunha. Dimensionamento e análise numérica de pisos industriais de concreto.

Degree: Master, 2013, Universidade do Estado do Rio de Janeiro

Os pisos industriais devem atender aos critérios de segurança, funcionalidade e durabilidade das estruturas de concreto. A fim de analisar o desempenho de placas de… (more)

Subjects/Keywords: Engenharia Civil; Estruturas de concreto armado; Pisos industriais de concreto; Análise numérica; Civil Engineering; Reinforced concrete structures; Industrial concrete floors; Numerical analysis; ENGENHARIA CIVIL

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APA (6th Edition):

Cunha, P. F. d. (2013). Dimensionamento e análise numérica de pisos industriais de concreto. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7857 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7858 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7859 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7860 ;

Chicago Manual of Style (16th Edition):

Cunha, Priscilla Formoso da. “Dimensionamento e análise numérica de pisos industriais de concreto.” 2013. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed January 26, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7857 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7858 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7859 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7860 ;.

MLA Handbook (7th Edition):

Cunha, Priscilla Formoso da. “Dimensionamento e análise numérica de pisos industriais de concreto.” 2013. Web. 26 Jan 2020.

Vancouver:

Cunha PFd. Dimensionamento e análise numérica de pisos industriais de concreto. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2013. [cited 2020 Jan 26]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7857 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7858 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7859 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7860 ;.

Council of Science Editors:

Cunha PFd. Dimensionamento e análise numérica de pisos industriais de concreto. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2013. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7857 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7858 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7859 ; http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=7860 ;

29. Le Bloa, Gaël. Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break.

Degree: Docteur es, Génie civil, 2014, Rennes, INSA

L'objectif majeur de la présente thèse de doctorat est la validation structurelle d’une connexion hybride plancher-voile pour la reprise de l'action sismique dans les bâtiments… (more)

Subjects/Keywords: Connexion hybride acier-béton; Clé de cisaillement; Rupteur de pont thermique; Buildings  – Earthquake effects; Earthquake engineering; Insulation (Heat); Buildings, Reinforced concrete; Energy dissipation; Floors, Concrete; 624

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

APA (6th Edition):

Le Bloa, G. (2014). Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break. (Doctoral Dissertation). Rennes, INSA. Retrieved from http://www.theses.fr/2014ISAR0027

Chicago Manual of Style (16th Edition):

Le Bloa, Gaël. “Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break.” 2014. Doctoral Dissertation, Rennes, INSA. Accessed January 26, 2020. http://www.theses.fr/2014ISAR0027.

MLA Handbook (7th Edition):

Le Bloa, Gaël. “Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break.” 2014. Web. 26 Jan 2020.

Vancouver:

Le Bloa G. Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break. [Internet] [Doctoral dissertation]. Rennes, INSA; 2014. [cited 2020 Jan 26]. Available from: http://www.theses.fr/2014ISAR0027.

Council of Science Editors:

Le Bloa G. Caractérisation du comportement sismique d’une connexion hybride plancher-voile utilisée comme rupteur de ponts thermiques : Characterization of the seismic behaviour of an hybrid wall-to-floor connection used as thermal break. [Doctoral Dissertation]. Rennes, INSA; 2014. Available from: http://www.theses.fr/2014ISAR0027


Brno University of Technology

30. Haršaníková, Veronika. Mateřská škola Solivar .

Degree: 2019, Brno University of Technology

 Cílem diplomové práce je návrh architektonické studie a vypracování projektu pro provádění stavby pro novostavbu mateřské školy ve městě Prešov, situovánu v části Solivar. Mateřská… (more)

Subjects/Keywords: Mateřská škola; novostavba; dvoupodlažní; monolitická stropní konstrukce; plochá střecha; monolitická skeletová stavba; keramické tvárnice; Kindergarten; two floors; monolithic reinforced concrete; flat roof; monolithic reinforced concrete skeleton; ceramic bricks

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

APA (6th Edition):

Haršaníková, V. (2019). Mateřská škola Solivar . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137648

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):

Haršaníková, Veronika. “Mateřská škola Solivar .” 2019. Thesis, Brno University of Technology. Accessed January 26, 2020. http://hdl.handle.net/11012/137648.

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

MLA Handbook (7th Edition):

Haršaníková, Veronika. “Mateřská škola Solivar .” 2019. Web. 26 Jan 2020.

Vancouver:

Haršaníková V. Mateřská škola Solivar . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Jan 26]. Available from: http://hdl.handle.net/11012/137648.

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

Council of Science Editors:

Haršaníková V. Mateřská škola Solivar . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137648

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

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