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You searched for subject:(Engineered Cementitious Composites ECC ). Showing records 1 – 30 of 5182 total matches.

[1] [2] [3] [4] [5] … [173]

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University of Michigan

1. Herbert, Emily. Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure.

Degree: PhD, Civil Engineering, 2016, University of Michigan

 While concrete is the most widely used construction material in the world, its inherent brittle behavior makes it prone to cracking, which negatively impacts the… (more)

Subjects/Keywords: Engineered Cementitious Composites (ECC); Self-Healing; Concrete; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Herbert, E. (2016). Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/135877

Chicago Manual of Style (16th Edition):

Herbert, Emily. “Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure.” 2016. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/135877.

MLA Handbook (7th Edition):

Herbert, Emily. “Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure.” 2016. Web. 22 Apr 2021.

Vancouver:

Herbert E. Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure. [Internet] [Doctoral dissertation]. University of Michigan; 2016. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/135877.

Council of Science Editors:

Herbert E. Development and Application of Self-Healing Engineered Cementitious Composites (ECC) for Durable and Sustainable Infrastructure. [Doctoral Dissertation]. University of Michigan; 2016. Available from: http://hdl.handle.net/2027.42/135877


University of Houston

2. Kaymaz, Ibrahim 1981-. DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS.

Degree: MSin Civil Engineering, Civil Engineering, 2013, University of Houston

 Over the past decade, various experimental studies have demonstrated the advantages of high-performance fiber reinforced concrete (HPFRC) for seismic applications, most importantly high ductility, energy… (more)

Subjects/Keywords: Engineered cementitious composites; ECC; HPFRC; Response Modification Factors; R Factor; Overstrength; Deflection Amplification Factor; Earthquake

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APA (6th Edition):

Kaymaz, I. 1. (2013). DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1383

Chicago Manual of Style (16th Edition):

Kaymaz, Ibrahim 1981-. “DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS.” 2013. Masters Thesis, University of Houston. Accessed April 22, 2021. http://hdl.handle.net/10657/1383.

MLA Handbook (7th Edition):

Kaymaz, Ibrahim 1981-. “DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS.” 2013. Web. 22 Apr 2021.

Vancouver:

Kaymaz I1. DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS. [Internet] [Masters thesis]. University of Houston; 2013. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10657/1383.

Council of Science Editors:

Kaymaz I1. DERIVATION OF SEISMIC DESIGN PARAMETERS FOR HIGH-PERFORMANCE FIBER REINFORCED CONCRETE (HPFRC) AND MULTI-MATERIAL BUILDINGS. [Masters Thesis]. University of Houston; 2013. Available from: http://hdl.handle.net/10657/1383


Delft University of Technology

3. Van der Wilt, C.J.A. (author). Application of FRC/ECC in integral bridges.

Degree: 2014, Delft University of Technology

 The focus of this study is to research if ecc/frc is applicable for integral bridges. Integral bridge are bridges without or partly without intermediaries. A… (more)

Subjects/Keywords: integral bridge; fibre reinforced concrete; engineered cementitious composites; ecc; frc; integral abutment

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APA (6th Edition):

Van der Wilt, C. J. A. (. (2014). Application of FRC/ECC in integral bridges. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dba54486-079e-4206-bd4f-13cdc77e3d28

Chicago Manual of Style (16th Edition):

Van der Wilt, C J A (author). “Application of FRC/ECC in integral bridges.” 2014. Masters Thesis, Delft University of Technology. Accessed April 22, 2021. http://resolver.tudelft.nl/uuid:dba54486-079e-4206-bd4f-13cdc77e3d28.

MLA Handbook (7th Edition):

Van der Wilt, C J A (author). “Application of FRC/ECC in integral bridges.” 2014. Web. 22 Apr 2021.

Vancouver:

Van der Wilt CJA(. Application of FRC/ECC in integral bridges. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2021 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:dba54486-079e-4206-bd4f-13cdc77e3d28.

Council of Science Editors:

Van der Wilt CJA(. Application of FRC/ECC in integral bridges. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:dba54486-079e-4206-bd4f-13cdc77e3d28

4. Marylinda Santos de França. Rheological behavior of engineered cementitions composites reinforced with PVA fibers.

Degree: 2018, University of São Paulo

The rheological behavior analysis of Engineered Cementitious Composites (ECC) is key to understand how the different preparation techniques affect the composite mechanical performance. However, the… (more)

Subjects/Keywords: Materiais compósitos; Reologia; Engineered cementitious composites (ECC); Mixing; Polyvinyl alcohol (PVA) fibers; Rheology; Rheometry

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APA (6th Edition):

França, M. S. d. (2018). Rheological behavior of engineered cementitions composites reinforced with PVA fibers. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3146/tde-03102018-140459/

Chicago Manual of Style (16th Edition):

França, Marylinda Santos de. “Rheological behavior of engineered cementitions composites reinforced with PVA fibers.” 2018. Doctoral Dissertation, University of São Paulo. Accessed April 22, 2021. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-03102018-140459/.

MLA Handbook (7th Edition):

França, Marylinda Santos de. “Rheological behavior of engineered cementitions composites reinforced with PVA fibers.” 2018. Web. 22 Apr 2021.

Vancouver:

França MSd. Rheological behavior of engineered cementitions composites reinforced with PVA fibers. [Internet] [Doctoral dissertation]. University of São Paulo; 2018. [cited 2021 Apr 22]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-03102018-140459/.

Council of Science Editors:

França MSd. Rheological behavior of engineered cementitions composites reinforced with PVA fibers. [Doctoral Dissertation]. University of São Paulo; 2018. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-03102018-140459/


University of New South Wales

5. Huang, Ting. Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading.

Degree: Engineering & Information Technology, 2016, University of New South Wales

Engineered Cementitious Composites (ECCs) are a unique member of high performance fibre reinforced cementitious composites, featuring outstanding tensile strain-hardening capacity with superior tensile strain capacity… (more)

Subjects/Keywords: Fatigue; Static and fatigue; Engineered Cementitious Composite (ECC); Mechanical behaviour characterisation

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APA (6th Edition):

Huang, T. (2016). Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/56376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40627/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Huang, Ting. “Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading.” 2016. Doctoral Dissertation, University of New South Wales. Accessed April 22, 2021. http://handle.unsw.edu.au/1959.4/56376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40627/SOURCE02?view=true.

MLA Handbook (7th Edition):

Huang, Ting. “Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading.” 2016. Web. 22 Apr 2021.

Vancouver:

Huang T. Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2021 Apr 22]. Available from: http://handle.unsw.edu.au/1959.4/56376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40627/SOURCE02?view=true.

Council of Science Editors:

Huang T. Characterisation of Mechanical Behaviour of Engineered Cementitious Composites under Static and Fatigue Loading. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/56376 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:40627/SOURCE02?view=true


University of Michigan

6. Fischer, Gregor D. Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions.

Degree: PhD, Materials science, 2002, University of Michigan

 In this dissertation, the use of engineered cementitious composites (ECC) in reinforced members and model seismic resistant frames is investigated. The development from composite material… (more)

Subjects/Keywords: Behavior; Conditions; Cyclic Loading; Deformation; Ecc; Engineered Cementitious Composites; Flexural Members; Reinforced Concrete; Reversed; Under

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APA (6th Edition):

Fischer, G. D. (2002). Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/129433

Chicago Manual of Style (16th Edition):

Fischer, Gregor D. “Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions.” 2002. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/129433.

MLA Handbook (7th Edition):

Fischer, Gregor D. “Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions.” 2002. Web. 22 Apr 2021.

Vancouver:

Fischer GD. Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions. [Internet] [Doctoral dissertation]. University of Michigan; 2002. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/129433.

Council of Science Editors:

Fischer GD. Deformation behavior of reinforced ECC flexural members under reversed cyclic loading conditions. [Doctoral Dissertation]. University of Michigan; 2002. Available from: http://hdl.handle.net/2027.42/129433


University of Waterloo

7. Wang, Nathan. Re-Imagining Concrete: A Material First Design Approach.

Degree: 2019, University of Waterloo

 This thesis asks the question: “What if we began the creative process of design with material?” In an age where digital images dominate the design… (more)

Subjects/Keywords: Concrete; ECC; Engineered Cementitious Composite; Fabrication; Craft; Craftsman; Making; Fabric-Cast; Sculpture; Creative Instinct; Workshop; Artist; Architecture; Artisan

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APA (6th Edition):

Wang, N. (2019). Re-Imagining Concrete: A Material First Design Approach. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15200

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

Chicago Manual of Style (16th Edition):

Wang, Nathan. “Re-Imagining Concrete: A Material First Design Approach.” 2019. Thesis, University of Waterloo. Accessed April 22, 2021. http://hdl.handle.net/10012/15200.

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

MLA Handbook (7th Edition):

Wang, Nathan. “Re-Imagining Concrete: A Material First Design Approach.” 2019. Web. 22 Apr 2021.

Vancouver:

Wang N. Re-Imagining Concrete: A Material First Design Approach. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10012/15200.

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

Council of Science Editors:

Wang N. Re-Imagining Concrete: A Material First Design Approach. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15200

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


University of Michigan

8. Zhang, Qian. Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures.

Degree: PhD, Civil Engineering, 2015, University of Michigan

 Although spray-applied fire-resistive materials (SFRM) are the most commonly used passive fire protection for steel structures, its performance is often called into question due to… (more)

Subjects/Keywords: Spray-applied fire-resistive material; Engineered Cementitious Composites; Fire safety; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Zhang, Q. (2015). Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/113583

Chicago Manual of Style (16th Edition):

Zhang, Qian. “Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures.” 2015. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/113583.

MLA Handbook (7th Edition):

Zhang, Qian. “Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures.” 2015. Web. 22 Apr 2021.

Vancouver:

Zhang Q. Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures. [Internet] [Doctoral dissertation]. University of Michigan; 2015. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/113583.

Council of Science Editors:

Zhang Q. Durable Spray-applied Fire-resistive Material for Enhanced Safety of Steel Structures. [Doctoral Dissertation]. University of Michigan; 2015. Available from: http://hdl.handle.net/2027.42/113583


University of Michigan

9. Li, Mo. Multi-Scale Design for Durable Repair of Concrete Structures.

Degree: PhD, Civil Engineering, 2009, University of Michigan

 The huge flow of material and energy driven by concrete global production and consumption, and by the rapid deterioration of concrete infrastructure systems, have created… (more)

Subjects/Keywords: Concrete Structure Repair Durability; Engineered Cementitious Composites (ECC), High Performance Fiber Reinforced Cementitious Composites (HPFRCC); Shrinkage Cracking; Large Scale Processing and Qualitiy Control; Corrosion in Reinforced / Prestressed Concrete; Infrastructure Deterioration; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Li, M. (2009). Multi-Scale Design for Durable Repair of Concrete Structures. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/64711

Chicago Manual of Style (16th Edition):

Li, Mo. “Multi-Scale Design for Durable Repair of Concrete Structures.” 2009. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/64711.

MLA Handbook (7th Edition):

Li, Mo. “Multi-Scale Design for Durable Repair of Concrete Structures.” 2009. Web. 22 Apr 2021.

Vancouver:

Li M. Multi-Scale Design for Durable Repair of Concrete Structures. [Internet] [Doctoral dissertation]. University of Michigan; 2009. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/64711.

Council of Science Editors:

Li M. Multi-Scale Design for Durable Repair of Concrete Structures. [Doctoral Dissertation]. University of Michigan; 2009. Available from: http://hdl.handle.net/2027.42/64711


University of Georgia

10. Masud, Mahadi. Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation.

Degree: 2015, University of Georgia

 There is an increasing need to engineer structures resilient to multiple hazards, especially extreme dynamic loading such as impact, blast, and seismic loads. Material innovations… (more)

Subjects/Keywords: cementitious composites; ECC; multi scale fiber; FRC, impact resilience; toughness; CNFs, nano fiber; steel; PVA; PP

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APA (6th Edition):

Masud, M. (2015). Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation. (Thesis). University of Georgia. Retrieved from http://hdl.handle.net/10724/33237

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):

Masud, Mahadi. “Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation.” 2015. Thesis, University of Georgia. Accessed April 22, 2021. http://hdl.handle.net/10724/33237.

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

MLA Handbook (7th Edition):

Masud, Mahadi. “Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation.” 2015. Web. 22 Apr 2021.

Vancouver:

Masud M. Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation. [Internet] [Thesis]. University of Georgia; 2015. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10724/33237.

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

Council of Science Editors:

Masud M. Multi-scale impact resilient smart composites (MIRACs) for hazard mitigation. [Thesis]. University of Georgia; 2015. Available from: http://hdl.handle.net/10724/33237

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

11. Muñoz Rodriguez, Camilo Andrés. Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos.

Degree: 2018, Brazil

 O Engineered Cementitious Composite ou ECC é um compósito cimentício de elevada capacidade de deformação, concebido na Universidade de Michigan. Constituído por agregados miúdos, cimento… (more)

Subjects/Keywords: Cimento; Compósitos; Pavimentação; Ensaios de tração; Fadiga (Engenharia); Cementitious composites; Overlay; Accelerated loading facility; Fatigue; ECC; Compósito cementicio; Recapeamento; Simulador de tránsito linear; Fatiga; ECC

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APA (6th Edition):

Muñoz Rodriguez, C. A. (2018). Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos. (Doctoral Dissertation). Brazil. Retrieved from http://hdl.handle.net/10183/179406

Chicago Manual of Style (16th Edition):

Muñoz Rodriguez, Camilo Andrés. “Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos.” 2018. Doctoral Dissertation, Brazil. Accessed April 22, 2021. http://hdl.handle.net/10183/179406.

MLA Handbook (7th Edition):

Muñoz Rodriguez, Camilo Andrés. “Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos.” 2018. Web. 22 Apr 2021.

Vancouver:

Muñoz Rodriguez CA. Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos. [Internet] [Doctoral dissertation]. Brazil; 2018. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10183/179406.

Council of Science Editors:

Muñoz Rodriguez CA. Avaliação do comportamento mecânico de um ECC (Engineered Cementitious Composites) com fibras de polipropileno no recapeamento de pavimentos. [Doctoral Dissertation]. Brazil; 2018. Available from: http://hdl.handle.net/10183/179406


University of Michigan

12. Wu, Cynthia. Micromechanical tailoring of PVA-ECC for structural applications.

Degree: PhD, Civil engineering, 2001, University of Michigan

 This dissertation details the development of a low cost polyvinyl alcohol (PVA) fiber reinforced composite to display enhanced strain capacity employing micromechanics-based tailoring of the… (more)

Subjects/Keywords: Applications; Ecc; Engineered Cementitious Composite; Micromechanical; Polyvinyl Alcohol; Pva; Structural; Tailoring

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APA (6th Edition):

Wu, C. (2001). Micromechanical tailoring of PVA-ECC for structural applications. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/124257

Chicago Manual of Style (16th Edition):

Wu, Cynthia. “Micromechanical tailoring of PVA-ECC for structural applications.” 2001. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/124257.

MLA Handbook (7th Edition):

Wu, Cynthia. “Micromechanical tailoring of PVA-ECC for structural applications.” 2001. Web. 22 Apr 2021.

Vancouver:

Wu C. Micromechanical tailoring of PVA-ECC for structural applications. [Internet] [Doctoral dissertation]. University of Michigan; 2001. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/124257.

Council of Science Editors:

Wu C. Micromechanical tailoring of PVA-ECC for structural applications. [Doctoral Dissertation]. University of Michigan; 2001. Available from: http://hdl.handle.net/2027.42/124257

13. Mohebbi, Alireza. Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns.

Degree: 2017, University of Nevada – Reno

 Deployment of accelerated bridge construction (ABC) technology has been gaining momentum in recent years. ABC offers many advantages over conventional bridge construction by expediting onsite… (more)

Subjects/Keywords: Accelerated bridge construction (ABC); Carbon fiber reinforced polymer (CFRP) tendon; Engineered cementitious composite (ECC); Pocket connection; Post-tensioned bridge column; Ultra-high performance concrete (UHPC)

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APA (6th Edition):

Mohebbi, A. (2017). Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2062

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):

Mohebbi, Alireza. “Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns.” 2017. Thesis, University of Nevada – Reno. Accessed April 22, 2021. http://hdl.handle.net/11714/2062.

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

MLA Handbook (7th Edition):

Mohebbi, Alireza. “Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns.” 2017. Web. 22 Apr 2021.

Vancouver:

Mohebbi A. Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns. [Internet] [Thesis]. University of Nevada – Reno; 2017. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/11714/2062.

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

Council of Science Editors:

Mohebbi A. Development and Seismic Evaluation of Pier Systems w/Pocket Connections, CFRP Tendons, and ECC/UHPC Columns. [Thesis]. University of Nevada – Reno; 2017. Available from: http://hdl.handle.net/11714/2062

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


University of Michigan

14. Kanda, Tetsushi. Design of engineered cementitious composites for ductile seismic resistant elements.

Degree: PhD, Materials science, 1998, University of Michigan

 This dissertation focuses on designing Engineered Cementitious Composite (ECC) to achieve high performance seismic resistant elements. To attain this goal, three major tasks have been… (more)

Subjects/Keywords: Cementitious Composites; Design; Ductile; Elements; Engineered; Seismic Resistant

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

APA (6th Edition):

Kanda, T. (1998). Design of engineered cementitious composites for ductile seismic resistant elements. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/131240

Chicago Manual of Style (16th Edition):

Kanda, Tetsushi. “Design of engineered cementitious composites for ductile seismic resistant elements.” 1998. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/131240.

MLA Handbook (7th Edition):

Kanda, Tetsushi. “Design of engineered cementitious composites for ductile seismic resistant elements.” 1998. Web. 22 Apr 2021.

Vancouver:

Kanda T. Design of engineered cementitious composites for ductile seismic resistant elements. [Internet] [Doctoral dissertation]. University of Michigan; 1998. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/131240.

Council of Science Editors:

Kanda T. Design of engineered cementitious composites for ductile seismic resistant elements. [Doctoral Dissertation]. University of Michigan; 1998. Available from: http://hdl.handle.net/2027.42/131240


Delft University of Technology

15. Zhou, J. Performance of Engineered Cementitious Composites for Concrete Repairs.

Degree: 2011, Delft University of Technology

 Background and goals of this thesis The concrete repair, rehabilitation and retrofitting industry grows rapidly, driven by deterioration of, damage to and defects in concrete… (more)

Subjects/Keywords: concrete repairs; Engineered Cementitious Composites; bond strength

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APA (6th Edition):

Zhou, J. (2011). Performance of Engineered Cementitious Composites for Concrete Repairs. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7

Chicago Manual of Style (16th Edition):

Zhou, J. “Performance of Engineered Cementitious Composites for Concrete Repairs.” 2011. Doctoral Dissertation, Delft University of Technology. Accessed April 22, 2021. http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7.

MLA Handbook (7th Edition):

Zhou, J. “Performance of Engineered Cementitious Composites for Concrete Repairs.” 2011. Web. 22 Apr 2021.

Vancouver:

Zhou J. Performance of Engineered Cementitious Composites for Concrete Repairs. [Internet] [Doctoral dissertation]. Delft University of Technology; 2011. [cited 2021 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7.

Council of Science Editors:

Zhou J. Performance of Engineered Cementitious Composites for Concrete Repairs. [Doctoral Dissertation]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; urn:NBN:nl:ui:24-uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7 ; http://resolver.tudelft.nl/uuid:4bc07d00-4455-4c38-b97e-5a06e77d9ce7


University of Michigan

16. Wang, Shuxin. Micromechanics based matrix design for engineered cementitious composites.

Degree: PhD, Civil engineering, 2005, University of Michigan

Engineered Cementitious Composites (ECC) are a unique class of high performance fiber reinforced cementitious composites featuring high tensile ductility and low fiber content. Material engineering… (more)

Subjects/Keywords: Based; Design; Engineered Cementitious Composites; Fiber-reinforced Composites; Matrix; Micromechanics

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APA (6th Edition):

Wang, S. (2005). Micromechanics based matrix design for engineered cementitious composites. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/125251

Chicago Manual of Style (16th Edition):

Wang, Shuxin. “Micromechanics based matrix design for engineered cementitious composites.” 2005. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/125251.

MLA Handbook (7th Edition):

Wang, Shuxin. “Micromechanics based matrix design for engineered cementitious composites.” 2005. Web. 22 Apr 2021.

Vancouver:

Wang S. Micromechanics based matrix design for engineered cementitious composites. [Internet] [Doctoral dissertation]. University of Michigan; 2005. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/125251.

Council of Science Editors:

Wang S. Micromechanics based matrix design for engineered cementitious composites. [Doctoral Dissertation]. University of Michigan; 2005. Available from: http://hdl.handle.net/2027.42/125251


University of Michigan

17. Adeoye, Jubilee. Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration.

Degree: PhD, Environmental Engineering, 2019, University of Michigan

 Geologic carbon storage (GCS), which entails the capture of carbon dioxide (CO2) from large CO2 emitters and storage in deep geologic formations, is being proposed… (more)

Subjects/Keywords: Engineered cementitious composites; Geologic carbon storage (GCS); Wellbore cementing; Wellbore integrity; Global climate change; Geologic carbon sequestration (GCS); Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Adeoye, J. (2019). Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/153476

Chicago Manual of Style (16th Edition):

Adeoye, Jubilee. “Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration.” 2019. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/153476.

MLA Handbook (7th Edition):

Adeoye, Jubilee. “Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration.” 2019. Web. 22 Apr 2021.

Vancouver:

Adeoye J. Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration. [Internet] [Doctoral dissertation]. University of Michigan; 2019. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/153476.

Council of Science Editors:

Adeoye J. Application of Engineered Cementitious Composites for Enhanced Wellbore Integrity During Geologic Carbon Sequestration. [Doctoral Dissertation]. University of Michigan; 2019. Available from: http://hdl.handle.net/2027.42/153476


University of Michigan

18. Maalej, Mohamed. Fracture resistance of engineered fiber cementitious composites and implications to structural behavior.

Degree: PhD, Civil engineering, 1994, University of Michigan

 This dissertation focuses on the optimization of Engineered Cementitious Composites (ECCs) by the use of developed micromechanical models which relate the macroscopic behavior of the… (more)

Subjects/Keywords: Behavior; Cementitious; Composites; Engineered; Fiber; Flexural Strength; Fracture; Implications; Resistance; Structural; Tensile Strength

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APA (6th Edition):

Maalej, M. (1994). Fracture resistance of engineered fiber cementitious composites and implications to structural behavior. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/129285

Chicago Manual of Style (16th Edition):

Maalej, Mohamed. “Fracture resistance of engineered fiber cementitious composites and implications to structural behavior.” 1994. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/129285.

MLA Handbook (7th Edition):

Maalej, Mohamed. “Fracture resistance of engineered fiber cementitious composites and implications to structural behavior.” 1994. Web. 22 Apr 2021.

Vancouver:

Maalej M. Fracture resistance of engineered fiber cementitious composites and implications to structural behavior. [Internet] [Doctoral dissertation]. University of Michigan; 1994. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/129285.

Council of Science Editors:

Maalej M. Fracture resistance of engineered fiber cementitious composites and implications to structural behavior. [Doctoral Dissertation]. University of Michigan; 1994. Available from: http://hdl.handle.net/2027.42/129285


University of Michigan

19. Kong, Hyun-Joon. Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites.

Degree: PhD, Materials science, 2001, University of Michigan

 This dissertation investigates a dispersion/stabilization technique to improve the fluidity of heteroflocculating concentrated suspensions, and applies the technique to develop self-compacting Engineered Cementitious Composites (ECC),… (more)

Subjects/Keywords: Application; Cementitious Composites; Electrosteric; Engineered; Heteroflocculating Suspensions; Processing; Self-compacting; Stabilization

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APA (6th Edition):

Kong, H. (2001). Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/123303

Chicago Manual of Style (16th Edition):

Kong, Hyun-Joon. “Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites.” 2001. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/123303.

MLA Handbook (7th Edition):

Kong, Hyun-Joon. “Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites.” 2001. Web. 22 Apr 2021.

Vancouver:

Kong H. Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites. [Internet] [Doctoral dissertation]. University of Michigan; 2001. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/123303.

Council of Science Editors:

Kong H. Electrosteric stabilization of heteroflocculating suspensions and its application to the processing of self -compacting engineered cementitious composites. [Doctoral Dissertation]. University of Michigan; 2001. Available from: http://hdl.handle.net/2027.42/123303


University of Michigan

20. Yang, En-Hua. Designing Added Functions in Engineered Cementitious Composites.

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

 In this dissertation, a new and systematic material design approach is developed for ECC with added functions through material microstructures linkage to composite macroscopic behavior.… (more)

Subjects/Keywords: Engineered Cementitious Composites; Greenness; Self-healing; Impact Resistance; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Yang, E. (2008). Designing Added Functions in Engineered Cementitious Composites. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/58406

Chicago Manual of Style (16th Edition):

Yang, En-Hua. “Designing Added Functions in Engineered Cementitious Composites.” 2008. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/58406.

MLA Handbook (7th Edition):

Yang, En-Hua. “Designing Added Functions in Engineered Cementitious Composites.” 2008. Web. 22 Apr 2021.

Vancouver:

Yang E. Designing Added Functions in Engineered Cementitious Composites. [Internet] [Doctoral dissertation]. University of Michigan; 2008. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/58406.

Council of Science Editors:

Yang E. Designing Added Functions in Engineered Cementitious Composites. [Doctoral Dissertation]. University of Michigan; 2008. Available from: http://hdl.handle.net/2027.42/58406


University of Michigan

21. Lim, Yun Mook. Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites.

Degree: PhD, Mechanics, 1996, University of Michigan

 This dissertation investigates Engineered Cementitious Composite (ECC) as a potential repair material for durable rehabilitation of concrete infrastructures. The ECC is designed to satisfy the… (more)

Subjects/Keywords: Behavior; Cementitious; Composites; Concrete; Engineered; Fracture; Infrastructures; Interface; Rehabilitated; Using; Usingengineered

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APA (6th Edition):

Lim, Y. M. (1996). Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/130046

Chicago Manual of Style (16th Edition):

Lim, Yun Mook. “Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites.” 1996. Doctoral Dissertation, University of Michigan. Accessed April 22, 2021. http://hdl.handle.net/2027.42/130046.

MLA Handbook (7th Edition):

Lim, Yun Mook. “Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites.” 1996. Web. 22 Apr 2021.

Vancouver:

Lim YM. Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites. [Internet] [Doctoral dissertation]. University of Michigan; 1996. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2027.42/130046.

Council of Science Editors:

Lim YM. Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites. [Doctoral Dissertation]. University of Michigan; 1996. Available from: http://hdl.handle.net/2027.42/130046


University of Houston

22. Liu, Xuequan. The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams.

Degree: MS, Mechanical Engineering, 2013, University of Houston

 This thesis reports the innovative work of improving engineered cementitious composite (ECC) beams using superelastic Nitinol shape memory alloy (SMA) cables. Nitinol is the most… (more)

Subjects/Keywords: Shape Memory Alloy; Engineered cementitious composites; Superelastic Nitinol; Post-tensioning; Shape memory effect; Pre-loaded force; Load bearing and self-repairing capacities

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APA (6th Edition):

Liu, X. (2013). The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams. (Masters Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1218

Chicago Manual of Style (16th Edition):

Liu, Xuequan. “The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams.” 2013. Masters Thesis, University of Houston. Accessed April 22, 2021. http://hdl.handle.net/10657/1218.

MLA Handbook (7th Edition):

Liu, Xuequan. “The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams.” 2013. Web. 22 Apr 2021.

Vancouver:

Liu X. The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams. [Internet] [Masters thesis]. University of Houston; 2013. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10657/1218.

Council of Science Editors:

Liu X. The Characterization and Control of Shape Memory Alloy Cables for Reinforcement of Engineered Cementitious Composite Beams. [Masters Thesis]. University of Houston; 2013. Available from: http://hdl.handle.net/10657/1218

23. CHHOA CHIA YEE. Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams.

Degree: 2005, National University of Singapore

Subjects/Keywords: engineered cementitious composites; fundamental frequency; cracking; accelerated corrosion; repair; carbon fiber reinforced polymer

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APA (6th Edition):

YEE, C. C. (2005). Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/14489

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):

YEE, CHHOA CHIA. “Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams.” 2005. Thesis, National University of Singapore. Accessed April 22, 2021. http://scholarbank.nus.edu.sg/handle/10635/14489.

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

MLA Handbook (7th Edition):

YEE, CHHOA CHIA. “Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams.” 2005. Web. 22 Apr 2021.

Vancouver:

YEE CC. Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams. [Internet] [Thesis]. National University of Singapore; 2005. [cited 2021 Apr 22]. Available from: http://scholarbank.nus.edu.sg/handle/10635/14489.

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

Council of Science Editors:

YEE CC. Effect of cracking, corrosion and repair on the frequency response of simply-supported reinforced concrete beams. [Thesis]. National University of Singapore; 2005. Available from: http://scholarbank.nus.edu.sg/handle/10635/14489

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

24. Gencturk, Bora. Multi-objective optimal seismic design of buildings using advanced engineering materials.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 Although seismic safety remains a major concern of society – and unfortunately this observation has been underpinned by recent earthquakes – economy and sustainability in seismic design… (more)

Subjects/Keywords: Engineered Cementitious Composites (ECC); Reinforced Concrete; Sustainability; Small-Scale Testing; Life-Cycle Cost Analysis; Optimization; Taboo Search; Dynamic Analysis; Finite Element Analysis; Constitutive Model; Performance-Based Seismic Design; Probabilistic Seismic Hazard Analysis; Spectrum Matching; Ground Motion Selection

…9 2.1.1. Evolution of Fiber Reinforced Cementitious Composites and Development of ECC… …47 3.2.2. Engineered Cementitious Composites… …Deterministic Seismic Hazard Analysis E EA Evolutionary Algorithms ECC Engineered Cementitious… …DFRCC Ductile Fiber Reinforced Cementitious Composites DOF Degrees-Of-Freedom DSHA… …Reinforced Concrete FRCC Fiber Reinforced Cementitious Composites FRP Fiber Reinforced Polymer… 

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APA (6th Edition):

Gencturk, B. (2011). Multi-objective optimal seismic design of buildings using advanced engineering materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26252

Chicago Manual of Style (16th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 22, 2021. http://hdl.handle.net/2142/26252.

MLA Handbook (7th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Web. 22 Apr 2021.

Vancouver:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/2142/26252.

Council of Science Editors:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26252


Stellenbosch University

25. De Koker, Don. Manufacturing processes for engineered cement-based composite material products.

Degree: MScEng, Civil Engineering, 2004, Stellenbosch University

ENGLISH ABSTRACT: The effort to modify the brittle behaviour of plain cement materials such as cement pastes, mortars and concretes has resulted in the modern… (more)

Subjects/Keywords: Civil engineering; Cement; Cement  – Additives; Cement composites; Fibrous composites; Engineered cement-based composites (ECC)

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APA (6th Edition):

De Koker, D. (2004). Manufacturing processes for engineered cement-based composite material products. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/16300

Chicago Manual of Style (16th Edition):

De Koker, Don. “Manufacturing processes for engineered cement-based composite material products.” 2004. Masters Thesis, Stellenbosch University. Accessed April 22, 2021. http://hdl.handle.net/10019.1/16300.

MLA Handbook (7th Edition):

De Koker, Don. “Manufacturing processes for engineered cement-based composite material products.” 2004. Web. 22 Apr 2021.

Vancouver:

De Koker D. Manufacturing processes for engineered cement-based composite material products. [Internet] [Masters thesis]. Stellenbosch University; 2004. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10019.1/16300.

Council of Science Editors:

De Koker D. Manufacturing processes for engineered cement-based composite material products. [Masters Thesis]. Stellenbosch University; 2004. Available from: http://hdl.handle.net/10019.1/16300

26. Reddy, L Sudheer. Behavior of Engineered cement composites in Shear Predominant Regions; -.

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

Most of the research studies have predicted the shear strength of Steel Fiber Reinforced Concrete (SFRC) beams without shear newlinereinforcement, which provide wide range of… (more)

Subjects/Keywords: cement; composites; Engineered; Predominant; Regions

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APA (6th Edition):

Reddy, L. S. (2013). Behavior of Engineered cement composites in Shear Predominant Regions; -. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19830

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):

Reddy, L Sudheer. “Behavior of Engineered cement composites in Shear Predominant Regions; -.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed April 22, 2021. http://shodhganga.inflibnet.ac.in/handle/10603/19830.

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

MLA Handbook (7th Edition):

Reddy, L Sudheer. “Behavior of Engineered cement composites in Shear Predominant Regions; -.” 2013. Web. 22 Apr 2021.

Vancouver:

Reddy LS. Behavior of Engineered cement composites in Shear Predominant Regions; -. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2021 Apr 22]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19830.

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

Council of Science Editors:

Reddy LS. Behavior of Engineered cement composites in Shear Predominant Regions; -. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19830

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

27. Garcez, Estela Oliari. Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos.

Degree: 2009, Brazil

 Uma parcela substancial das rodovias do país apresenta processos de deterioração graves de seus pavimentos, fato que acarreta sérios impactos econômicos, sociais e ambientais, resultando… (more)

Subjects/Keywords: Fibras de polipropileno; Compósitos; Pavimentos; Rodovias : Restauração; High performance cementitious composites; Engineered cementitious composites; Polypropylene fibers; Overlay pavement system; Multiple cracking composites

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APA (6th Edition):

Garcez, E. O. (2009). Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos. (Doctoral Dissertation). Brazil. Retrieved from http://hdl.handle.net/10183/28642

Chicago Manual of Style (16th Edition):

Garcez, Estela Oliari. “Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos.” 2009. Doctoral Dissertation, Brazil. Accessed April 22, 2021. http://hdl.handle.net/10183/28642.

MLA Handbook (7th Edition):

Garcez, Estela Oliari. “Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos.” 2009. Web. 22 Apr 2021.

Vancouver:

Garcez EO. Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos. [Internet] [Doctoral dissertation]. Brazil; 2009. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/10183/28642.

Council of Science Editors:

Garcez EO. Investigação do comportamento de Engineered Cementitious Composites reforçados com fibras de polipropileno como material para recapeamento de pavimentos. [Doctoral Dissertation]. Brazil; 2009. Available from: http://hdl.handle.net/10183/28642

28. Dilsiz, G. (author). Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC).

Degree: 2013, Delft University of Technology

Structural and Building Engineering

Structural Engineering

Civil Engineering and Geosciences

Advisors/Committee Members: Hordijk, D.A. (mentor), Braam, C.R. (mentor), Kolstein, M.H. (mentor), Vonk, E. (mentor).

Subjects/Keywords: ECC; engineered cementitious composite; vezelbeton; vezelversterkt beton; beton; orthotrope stalen brugdekken; stalen bruggen; vermoeiing; meerlagenmodel; niet-lineair liggermodel; betonoverlaging; overlaging

…vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC) MSc… …met Engineered Cementitious Composite (ECC) MSc afstudeeronderzoek Inhoud Pagina… …brugdekken met Engineered Cementitious Composite (ECC) MSc afstudeeronderzoek 46 5.1… …vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC) MSc… …Engineered Cementitious Composite (ECC) MSc afstudeeronderzoek TU Delft… 

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APA (6th Edition):

Dilsiz, G. (. (2013). Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC). (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa

Chicago Manual of Style (16th Edition):

Dilsiz, G (author). “Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC).” 2013. Masters Thesis, Delft University of Technology. Accessed April 22, 2021. http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa.

MLA Handbook (7th Edition):

Dilsiz, G (author). “Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC).” 2013. Web. 22 Apr 2021.

Vancouver:

Dilsiz G(. Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC). [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2021 Apr 22]. Available from: http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa.

Council of Science Editors:

Dilsiz G(. Levensduurverlenging van vermoeiingsgevoelige orthotrope stalen brugdekken met Engineered Cementitious Composite (ECC). [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:2f2cfa71-b407-4229-a3a9-cdcbbfede5aa

29. Weitzel, Nicholas Dean. Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada.

Degree: 2015, University of Nevada – Reno

Engineered cementitious composite (ECC) material is a high-strength, fiber-reinforced, ductile mortar mixture that can exhibit tensile strains of up to 5%. The durability and mechanical… (more)

Subjects/Keywords: Bridge Deck Overlay; Modified Engineered Cementitious Composite; WRSC

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

APA (6th Edition):

Weitzel, N. D. (2015). Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada. (Thesis). University of Nevada – Reno. Retrieved from http://hdl.handle.net/11714/2662

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):

Weitzel, Nicholas Dean. “Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada.” 2015. Thesis, University of Nevada – Reno. Accessed April 22, 2021. http://hdl.handle.net/11714/2662.

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

MLA Handbook (7th Edition):

Weitzel, Nicholas Dean. “Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada.” 2015. Web. 22 Apr 2021.

Vancouver:

Weitzel ND. Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada. [Internet] [Thesis]. University of Nevada – Reno; 2015. [cited 2021 Apr 22]. Available from: http://hdl.handle.net/11714/2662.

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

Council of Science Editors:

Weitzel ND. Development of Specifications for Modified Engineered Cementitious Composites (MECC) for use as Bridge Deck Overlays in Nevada. [Thesis]. University of Nevada – Reno; 2015. Available from: http://hdl.handle.net/11714/2662

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

30. WU JUN. DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD.

Degree: 2012, National University of Singapore

Subjects/Keywords: Field Blast Test; High Strength Concrete; Engineered Cementitious Composites; Geosynthetics; 3D Numerical Model; Dynamic Increase Factor

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

APA (6th Edition):

JUN, W. (2012). DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/47613

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):

JUN, WU. “DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD.” 2012. Thesis, National University of Singapore. Accessed April 22, 2021. http://scholarbank.nus.edu.sg/handle/10635/47613.

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

MLA Handbook (7th Edition):

JUN, WU. “DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD.” 2012. Web. 22 Apr 2021.

Vancouver:

JUN W. DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD. [Internet] [Thesis]. National University of Singapore; 2012. [cited 2021 Apr 22]. Available from: http://scholarbank.nus.edu.sg/handle/10635/47613.

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

Council of Science Editors:

JUN W. DEVELOPMENT OF ADVANCED PAVEMENT MATERIALS SYSTEM FOR BLAST LOAD. [Thesis]. National University of Singapore; 2012. Available from: http://scholarbank.nus.edu.sg/handle/10635/47613

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

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