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You searched for subject:(Concrete structure). Showing records 1 – 30 of 417 total matches.

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University of Minnesota

1. Halverson, Max. Full-depth precast concrete bridge deck system: phase II.

Degree: 2012, University of Minnesota

University of Minnesota M.S. thesis. November 2012. Major: Civil Engineering. Advisors: Catherine W. French, Carol K. Shield. xi, 215 pages, appendices A-D.

The Minnesota Department… (more)

Subjects/Keywords: Accelerated; Bridge; Precast Concrete; Structure

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APA (6th Edition):

Halverson, M. (2012). Full-depth precast concrete bridge deck system: phase II. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/143698

Chicago Manual of Style (16th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Masters Thesis, University of Minnesota. Accessed December 03, 2020. http://purl.umn.edu/143698.

MLA Handbook (7th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Web. 03 Dec 2020.

Vancouver:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Internet] [Masters thesis]. University of Minnesota; 2012. [cited 2020 Dec 03]. Available from: http://purl.umn.edu/143698.

Council of Science Editors:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Masters Thesis]. University of Minnesota; 2012. Available from: http://purl.umn.edu/143698


University of Minnesota

2. Halverson, Max. Full-depth precast concrete bridge deck system: phase II.

Degree: MS, Civil Engineering, 2012, University of Minnesota

 The Minnesota Department of Transportation (MnDOT) developed a design for a precast composite slab span system (PCSSS) to be used in accelerated bridge construction. The… (more)

Subjects/Keywords: Accelerated; Bridge; Precast Concrete; Structure

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APA (6th Edition):

Halverson, M. (2012). Full-depth precast concrete bridge deck system: phase II. (Masters Thesis). University of Minnesota. Retrieved from http://purl.umn.edu/143698

Chicago Manual of Style (16th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Masters Thesis, University of Minnesota. Accessed December 03, 2020. http://purl.umn.edu/143698.

MLA Handbook (7th Edition):

Halverson, Max. “Full-depth precast concrete bridge deck system: phase II.” 2012. Web. 03 Dec 2020.

Vancouver:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Internet] [Masters thesis]. University of Minnesota; 2012. [cited 2020 Dec 03]. Available from: http://purl.umn.edu/143698.

Council of Science Editors:

Halverson M. Full-depth precast concrete bridge deck system: phase II. [Masters Thesis]. University of Minnesota; 2012. Available from: http://purl.umn.edu/143698


Virginia Tech

3. Ozler, Derin. A School of Culinary Design for Alexandria.

Degree: M. Arch., Architecture, 2016, Virginia Tech

 The need for a space for the community to gather and the underutilization of the waterfront led to the design of a public space for… (more)

Subjects/Keywords: culinary; architecture; structure; concrete

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APA (6th Edition):

Ozler, D. (2016). A School of Culinary Design for Alexandria. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71714

Chicago Manual of Style (16th Edition):

Ozler, Derin. “A School of Culinary Design for Alexandria.” 2016. Masters Thesis, Virginia Tech. Accessed December 03, 2020. http://hdl.handle.net/10919/71714.

MLA Handbook (7th Edition):

Ozler, Derin. “A School of Culinary Design for Alexandria.” 2016. Web. 03 Dec 2020.

Vancouver:

Ozler D. A School of Culinary Design for Alexandria. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10919/71714.

Council of Science Editors:

Ozler D. A School of Culinary Design for Alexandria. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71714


Virginia Tech

4. Ghielmetti, Daniel Vincent. Building Structure: Underlying Architectonical Duties.

Degree: M. Arch., Architecture, 2015, Virginia Tech

 When experiencing a building's interior or exterior conditions, one may be inclined to 'feel-out' its spatial and volumetric proportions, judge their appropriateness, its quality of… (more)

Subjects/Keywords: structure; concrete; multi-family; housing; urban-farming

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APA (6th Edition):

Ghielmetti, D. V. (2015). Building Structure: Underlying Architectonical Duties. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56673

Chicago Manual of Style (16th Edition):

Ghielmetti, Daniel Vincent. “Building Structure: Underlying Architectonical Duties.” 2015. Masters Thesis, Virginia Tech. Accessed December 03, 2020. http://hdl.handle.net/10919/56673.

MLA Handbook (7th Edition):

Ghielmetti, Daniel Vincent. “Building Structure: Underlying Architectonical Duties.” 2015. Web. 03 Dec 2020.

Vancouver:

Ghielmetti DV. Building Structure: Underlying Architectonical Duties. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10919/56673.

Council of Science Editors:

Ghielmetti DV. Building Structure: Underlying Architectonical Duties. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56673


University of New South Wales

5. Li, Zongjun. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.

Degree: Engineering & Information Technology, 2018, University of New South Wales

 The combination of two or more materials into a hybrid structural system is becoming increasingly important in the construction industry. The present study focusses on… (more)

Subjects/Keywords: low-velocity; impact; hybrid structure; GFRP; concrete

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APA (6th Edition):

Li, Z. (2018). Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/59806 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49838/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Li, Zongjun. “Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.” 2018. Doctoral Dissertation, University of New South Wales. Accessed December 03, 2020. http://handle.unsw.edu.au/1959.4/59806 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49838/SOURCE02?view=true.

MLA Handbook (7th Edition):

Li, Zongjun. “Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading.” 2018. Web. 03 Dec 2020.

Vancouver:

Li Z. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. [Internet] [Doctoral dissertation]. University of New South Wales; 2018. [cited 2020 Dec 03]. Available from: http://handle.unsw.edu.au/1959.4/59806 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49838/SOURCE02?view=true.

Council of Science Editors:

Li Z. Impact behaviour of hybrid GFRP-concrete beam under low-velocity impact loading. [Doctoral Dissertation]. University of New South Wales; 2018. Available from: http://handle.unsw.edu.au/1959.4/59806 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:49838/SOURCE02?view=true


Anna University

6. Sivalingam K. Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;.

Degree: Strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment, 2014, Anna University

In the modern day world introducing mineral or chemical admixtures for the replacement of cement and using as an additional binding material in many research… (more)

Subjects/Keywords: Brackish water environment; Civil engineering; Concrete structure; Flyash concrete

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APA (6th Edition):

K, S. (2014). Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22939

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):

K, Sivalingam. “Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;.” 2014. Thesis, Anna University. Accessed December 03, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22939.

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

MLA Handbook (7th Edition):

K, Sivalingam. “Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;.” 2014. Web. 03 Dec 2020.

Vancouver:

K S. Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Dec 03]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22939.

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

Council of Science Editors:

K S. Experimental study on strength and durability with theoretical modelling of high volume flyash concrete using mathematical and artificial neural networks tools in brackish water environment;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22939

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

7. Romero Cortes , Juan Pablo. SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK .

Degree: 2016, Universidad de los Andes

 En la construcción de estructuras de concreto de varios niveles la distribución de la carga constructiva es muy relevante y se debe tener en cuenta… (more)

Subjects/Keywords: unshoring; concrete structure; scheduling structure

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APA (6th Edition):

Romero Cortes , J. P. (2016). SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK . (Thesis). Universidad de los Andes. Retrieved from http://documentodegrado.uniandes.edu.co/documentos/201013883_fecha_2015_01_22_hora_18_18_55_parte_1.pdf

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):

Romero Cortes , Juan Pablo. “SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK .” 2016. Thesis, Universidad de los Andes. Accessed December 03, 2020. http://documentodegrado.uniandes.edu.co/documentos/201013883_fecha_2015_01_22_hora_18_18_55_parte_1.pdf.

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

MLA Handbook (7th Edition):

Romero Cortes , Juan Pablo. “SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK .” 2016. Web. 03 Dec 2020.

Vancouver:

Romero Cortes JP. SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK . [Internet] [Thesis]. Universidad de los Andes; 2016. [cited 2020 Dec 03]. Available from: http://documentodegrado.uniandes.edu.co/documentos/201013883_fecha_2015_01_22_hora_18_18_55_parte_1.pdf.

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

Council of Science Editors:

Romero Cortes JP. SCHEDULING OF MULTISTORY CONCRETE STRUCTURES WITH SLABS USING SHORED FORMWORK . [Thesis]. Universidad de los Andes; 2016. Available from: http://documentodegrado.uniandes.edu.co/documentos/201013883_fecha_2015_01_22_hora_18_18_55_parte_1.pdf

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


Delft University of Technology

8. Harrass, Othman (author). Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.

Degree: 2020, Delft University of Technology

 Strain Hardening Cementitious Composite (SHCC) is a new type of concrete that is able to control the crack-width in concrete structures. The application of this… (more)

Subjects/Keywords: Strain hardening Cementitious Composite (SHCC); Interface; concrete structure; hybrid structure

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APA (6th Edition):

Harrass, O. (. (2020). Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e

Chicago Manual of Style (16th Edition):

Harrass, Othman (author). “Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.” 2020. Masters Thesis, Delft University of Technology. Accessed December 03, 2020. http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e.

MLA Handbook (7th Edition):

Harrass, Othman (author). “Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan.” 2020. Web. 03 Dec 2020.

Vancouver:

Harrass O(. Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Dec 03]. Available from: http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e.

Council of Science Editors:

Harrass O(. Interfacial behavior of hybrid SHCC-Concrete beams with a joint at midspan. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:f5b2c7f1-fc84-459b-8a61-3eb3bc43254e


Brno University of Technology

9. Cochlárová, Milena. Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures.

Degree: 2019, Brno University of Technology

 This master´s thesis deals with the suppression of algal growth on concrete structures. The subject of the work is to design and coatings their own… (more)

Subjects/Keywords: beton; betonové konstrukce; sanace betonu; ochrana betonových konstrukcí; cheláty kovů; zelené řasy; biokoroze; concrete; concrete structure; concrete sanitation; concrete structure protection; metal chelates; green algae; biodegradation

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APA (6th Edition):

Cochlárová, M. (2019). Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30889

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):

Cochlárová, Milena. “Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/30889.

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

MLA Handbook (7th Edition):

Cochlárová, Milena. “Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures.” 2019. Web. 03 Dec 2020.

Vancouver:

Cochlárová M. Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/30889.

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

Council of Science Editors:

Cochlárová M. Možnosti odstranění zelených řas z betonových konstrukcí: The possibilities of green algae removal from concrete structures. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/30889

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


University of Texas – Austin

10. -6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures.

Degree: PhD, Civil engineering, 2020, University of Texas – Austin

 The wall delamination failure of a containment structure at a Florida nuclear power facility was attributed to improper de-tensioning sequence and low quality concrete. Few… (more)

Subjects/Keywords: Delamination behavior; Radial tensile stress; Curved post-tensioned concrete structure; Cylindrical post-tensioned concrete structure; Nuclear containment structure; Prestressed concrete; Nonlinear finite element analysis using shell element

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APA (6th Edition):

-6071-8458. (2020). Investigating delamination behavior of curved post-tensioned concrete structures. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/9551

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-6071-8458. “Investigating delamination behavior of curved post-tensioned concrete structures.” 2020. Doctoral Dissertation, University of Texas – Austin. Accessed December 03, 2020. http://dx.doi.org/10.26153/tsw/9551.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-6071-8458. “Investigating delamination behavior of curved post-tensioned concrete structures.” 2020. Web. 03 Dec 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2020. [cited 2020 Dec 03]. Available from: http://dx.doi.org/10.26153/tsw/9551.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-6071-8458. Investigating delamination behavior of curved post-tensioned concrete structures. [Doctoral Dissertation]. University of Texas – Austin; 2020. Available from: http://dx.doi.org/10.26153/tsw/9551

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Delft University of Technology

11. Apon, Martijn (author). Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system.

Degree: 2019, Delft University of Technology

The focus of this research was the implementation of a permanent steel fibre reinforced underwater concrete floor (SFRUCF) as a permanent structural floor. A model… (more)

Subjects/Keywords: Steel fibre reinforced concrete; Underwater concrete; soil structure interaction; Albert Cuyp Garage; heave

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APA (6th Edition):

Apon, M. (. (2019). Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6337ead6-8346-4a6f-a1e3-1ce32c90b2ce

Chicago Manual of Style (16th Edition):

Apon, Martijn (author). “Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system.” 2019. Masters Thesis, Delft University of Technology. Accessed December 03, 2020. http://resolver.tudelft.nl/uuid:6337ead6-8346-4a6f-a1e3-1ce32c90b2ce.

MLA Handbook (7th Edition):

Apon, Martijn (author). “Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system.” 2019. Web. 03 Dec 2020.

Vancouver:

Apon M(. Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://resolver.tudelft.nl/uuid:6337ead6-8346-4a6f-a1e3-1ce32c90b2ce.

Council of Science Editors:

Apon M(. Soil-structure interaction of a permanent steel fibre reinforced underwater concrete floor system. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6337ead6-8346-4a6f-a1e3-1ce32c90b2ce


Brno University of Technology

12. Konečný, Michal. Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall.

Degree: 2019, Brno University of Technology

 The aim of the thesis is to design a load-bearing precast concrete structure of production facility. Part of the diploma thesis is to design alternative… (more)

Subjects/Keywords: prefabrikovaná železobetonová konstrukce; železobeton; zastřešení; Gerberův nosník; precast concrete structure; reinforced concrete; roofing; Gerber beams

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APA (6th Edition):

Konečný, M. (2019). Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137464

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):

Konečný, Michal. “Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/137464.

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

MLA Handbook (7th Edition):

Konečný, Michal. “Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall.” 2019. Web. 03 Dec 2020.

Vancouver:

Konečný M. Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/137464.

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

Council of Science Editors:

Konečný M. Alternativní řešení montovaného železobetonového skeletu výrobní haly: Alternative design of the precast reinforced concrete frame of the production hall. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137464

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


University of Melbourne

13. TA, THANH BINH. Performance of high strength concrete walls subjected to fire.

Degree: 2009, University of Melbourne

 Hydrocarbon fires can cause severe damage to building structures. Recent terrorist attacks and other accidental events around the world have shown the urgent need for… (more)

Subjects/Keywords: high strength concrete; fire; spalling; concrete structure; concrete wall

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APA (6th Edition):

TA, T. B. (2009). Performance of high strength concrete walls subjected to fire. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/35480

Chicago Manual of Style (16th Edition):

TA, THANH BINH. “Performance of high strength concrete walls subjected to fire.” 2009. Doctoral Dissertation, University of Melbourne. Accessed December 03, 2020. http://hdl.handle.net/11343/35480.

MLA Handbook (7th Edition):

TA, THANH BINH. “Performance of high strength concrete walls subjected to fire.” 2009. Web. 03 Dec 2020.

Vancouver:

TA TB. Performance of high strength concrete walls subjected to fire. [Internet] [Doctoral dissertation]. University of Melbourne; 2009. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11343/35480.

Council of Science Editors:

TA TB. Performance of high strength concrete walls subjected to fire. [Doctoral Dissertation]. University of Melbourne; 2009. Available from: http://hdl.handle.net/11343/35480


Indian Institute of Science

14. Biswal, Suryakanta. Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures.

Degree: PhD, Faculty of Engineering, 2018, Indian Institute of Science

 Uncertainties are present in the inverse analysis of damage identification with respect to the given measurements, mainly the modelling uncertainties and the measurement uncertainties. Modelling… (more)

Subjects/Keywords: Concrete Structure - Deformation; Concrete Structures; Concrete Structure; Probabilistic Uncertainty Analysis; Ellipsoidal Modeling of Uncertainty; Fuzzy Uncertainty Analysis; Concrete Structures - Prestressing Force; Concrete Structures - Damage Identification; Uncertainty Based Model; Prestressed Concrete Structures; Reinforced Concrete; Civil Engineering (CiE)

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APA (6th Edition):

Biswal, S. (2018). Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/3143

Chicago Manual of Style (16th Edition):

Biswal, Suryakanta. “Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures.” 2018. Doctoral Dissertation, Indian Institute of Science. Accessed December 03, 2020. http://etd.iisc.ac.in/handle/2005/3143.

MLA Handbook (7th Edition):

Biswal, Suryakanta. “Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures.” 2018. Web. 03 Dec 2020.

Vancouver:

Biswal S. Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2018. [cited 2020 Dec 03]. Available from: http://etd.iisc.ac.in/handle/2005/3143.

Council of Science Editors:

Biswal S. Uncertainty Based Damage Identification and Prediction of Long-Time Deformation in Concrete Structures. [Doctoral Dissertation]. Indian Institute of Science; 2018. Available from: http://etd.iisc.ac.in/handle/2005/3143


Stellenbosch University

15. De Kock, Conrad Jeanne. Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa.

Degree: MSc, Civil Engineering, 2015, Stellenbosch University

ENGLISH ABSTRACT: Wind energy has the potential to be a strong contributor to a more sustainable future. Globally it is a major player in the… (more)

Subjects/Keywords: Steel support structure design; Wind turbines  – South Africa; Concrete support structure design; UCTD

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

APA (6th Edition):

De Kock, C. J. (2015). Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa. (Masters Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/97916

Chicago Manual of Style (16th Edition):

De Kock, Conrad Jeanne. “Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa.” 2015. Masters Thesis, Stellenbosch University. Accessed December 03, 2020. http://hdl.handle.net/10019.1/97916.

MLA Handbook (7th Edition):

De Kock, Conrad Jeanne. “Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa.” 2015. Web. 03 Dec 2020.

Vancouver:

De Kock CJ. Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa. [Internet] [Masters thesis]. Stellenbosch University; 2015. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10019.1/97916.

Council of Science Editors:

De Kock CJ. Loading, modelling and costing of concrete and steel support structure designs : large wind turbines in South Africa. [Masters Thesis]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/97916

16. Kchakech, Badreddine. Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation.

Degree: Docteur es, Structures et Matériaux, 2015, Université Paris-Est

 La Réaction Sulfatique Interne (RSI) est une pathologie endogène qui peut toucher les matériaux cimentaires ayant été exposés à des températures supérieures à environ 65°C.… (more)

Subjects/Keywords: Rsi; Gonflement; Expérimental; Modélisation RSI; Béton; Structure; Def; Expansion; Exprimental; Modeling DEF; Concrete; Structure

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APA (6th Edition):

Kchakech, B. (2015). Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2015PESC1101

Chicago Manual of Style (16th Edition):

Kchakech, Badreddine. “Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation.” 2015. Doctoral Dissertation, Université Paris-Est. Accessed December 03, 2020. http://www.theses.fr/2015PESC1101.

MLA Handbook (7th Edition):

Kchakech, Badreddine. “Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation.” 2015. Web. 03 Dec 2020.

Vancouver:

Kchakech B. Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation. [Internet] [Doctoral dissertation]. Université Paris-Est; 2015. [cited 2020 Dec 03]. Available from: http://www.theses.fr/2015PESC1101.

Council of Science Editors:

Kchakech B. Étude de l’influence de l’échauffement subi par un béton sur le risque d’expansions associées à la Réaction Sulfatique Interne : Effect of temperature and curing duration of early and late heat treatments on the risk of expansion associated with Delayed Ettringite Formation. [Doctoral Dissertation]. Université Paris-Est; 2015. Available from: http://www.theses.fr/2015PESC1101


Brno University of Technology

17. Eliášová, Kristýna. Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction.

Degree: 2018, Brno University of Technology

 My diploma thesis presents structural design of an apartment block in Praha Smíchov. It is a reinforced concrete column structure with six floors. Plane dimensions… (more)

Subjects/Keywords: Železobetonová konstrukce; železobetonový skelet; bytový dům; Reinforced concrete structure; column structure; apartment block

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APA (6th Edition):

Eliášová, K. (2018). Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37775

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):

Eliášová, Kristýna. “Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction.” 2018. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/37775.

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

MLA Handbook (7th Edition):

Eliášová, Kristýna. “Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction.” 2018. Web. 03 Dec 2020.

Vancouver:

Eliášová K. Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/37775.

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

Council of Science Editors:

Eliášová K. Železobetonová nosná konstrukce: Reinforced concrete load-bearing construction. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/37775

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

18. 鄭, 玉龍. Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究.

Degree: 博士(工学), 2017, Kyushu Institute of Technology / 九州工業大学

九州工業大学博士学位論文 学位記番号:工博甲第412号 学位授与年月日:平成28年3月25日

1 INTRODUCTION|2 LITERATURE REVIEW|3 EXPERIMENTAL CONDITIONS AND COMPARATIVE STUDY OFRESULTS|4 MECHANISM EVALUATIONS ON EXTERNAL DETERIORATIONS & STIRRUP RUPTURES|5 ANALYTICAL EVALUATIONS ON MOVEMENT OF CONCRETE AND STIRRUP|6 CONCLUSIONS

平成27年度

Advisors/Committee Members: 幸左, 賢二.

Subjects/Keywords: Alkali Silica Reaction; Concrete Structure; Stirrup Rupture; Rupture Mechanism; Circular Deformation

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

APA (6th Edition):

鄭, . (2017). Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究. (Thesis). Kyushu Institute of Technology / 九州工業大学. Retrieved from http://hdl.handle.net/10228/5706

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):

鄭, 玉龍. “Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究.” 2017. Thesis, Kyushu Institute of Technology / 九州工業大学. Accessed December 03, 2020. http://hdl.handle.net/10228/5706.

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

MLA Handbook (7th Edition):

鄭, 玉龍. “Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究.” 2017. Web. 03 Dec 2020.

Vancouver:

鄭 . Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究. [Internet] [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10228/5706.

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

Council of Science Editors:

鄭 . Investigations on Rupture Mechanism of Stirrups Due to ASR : ASRによる鉄筋破断メカニズムの研究. [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. Available from: http://hdl.handle.net/10228/5706

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


Anna University

19. Kalpana, V G. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.

Degree: Civil Engineering, 2014, Anna University

The role of fibres in the construction industry as a reinforcing material is gaining popularity due to its high tensile strength and light weight Due… (more)

Subjects/Keywords: Civil engineering; Fabric structure; Flexural strengthening; Reinforced concrete beams; Textile reinforcements

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

APA (6th Edition):

Kalpana, V. G. (2014). Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22870

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):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Thesis, Anna University. Accessed December 03, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

MLA Handbook (7th Edition):

Kalpana, V G. “Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -.” 2014. Web. 03 Dec 2020.

Vancouver:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Dec 03]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870.

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

Council of Science Editors:

Kalpana VG. Influence of fabric structure and reinforcing efficiency of textile reinforcements on the flexural behaviour of RC beams; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22870

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


Stellenbosch University

20. Van Schalkwyk, Derrick. Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers.

Degree: MEng, Civil Engineering, 2017, Stellenbosch University

ENGLISH ABSTRACT: In engineering practice, the process associated with the detailed design of wind turbine towers is often an overwhelming task. This is particularly the… (more)

Subjects/Keywords: Wind turbines; Finite element method; Reinforced concrete; UCTD; Tension structure

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APA (6th Edition):

Van Schalkwyk, D. (2017). Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100942

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 Schalkwyk, Derrick. “Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers.” 2017. Thesis, Stellenbosch University. Accessed December 03, 2020. http://hdl.handle.net/10019.1/100942.

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

MLA Handbook (7th Edition):

Van Schalkwyk, Derrick. “Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers.” 2017. Web. 03 Dec 2020.

Vancouver:

Van Schalkwyk D. Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers. [Internet] [Thesis]. Stellenbosch University; 2017. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10019.1/100942.

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

Council of Science Editors:

Van Schalkwyk D. Software to aid in the detailed design of tall post-tensioned concrete wind turbine towers. [Thesis]. Stellenbosch University; 2017. Available from: http://hdl.handle.net/10019.1/100942

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


University of Maine

21. Seigars, Camerin M. Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System.

Degree: MSME, Mechanical Engineering, 2018, University of Maine

  Thermoplastic composites have many advantages over thermoset composites such as being recyclable, rapidly manufacturable, and more impact resistant. The goal of this thesis is… (more)

Subjects/Keywords: thermoplastic; composite; concrete; hybrid structure; Manufacturing; Other Mechanical Engineering

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APA (6th Edition):

Seigars, C. M. (2018). Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/3144

Chicago Manual of Style (16th Edition):

Seigars, Camerin M. “Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System.” 2018. Masters Thesis, University of Maine. Accessed December 03, 2020. https://digitalcommons.library.umaine.edu/etd/3144.

MLA Handbook (7th Edition):

Seigars, Camerin M. “Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System.” 2018. Web. 03 Dec 2020.

Vancouver:

Seigars CM. Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System. [Internet] [Masters thesis]. University of Maine; 2018. [cited 2020 Dec 03]. Available from: https://digitalcommons.library.umaine.edu/etd/3144.

Council of Science Editors:

Seigars CM. Feasibility of Hybrid Thermoplastic Composite-Concrete Load Bearing System. [Masters Thesis]. University of Maine; 2018. Available from: https://digitalcommons.library.umaine.edu/etd/3144


University of Toronto

22. Quach, Phillip T. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.

Degree: 2016, University of Toronto

Infrastructure commonly built today incorporates very thick reinforced concrete members that serve as critical elements in the load-carrying system of the structure. Certain design codes… (more)

Subjects/Keywords: Deep Beam; Failure; Reinforced Concrete; Shear; Structure; Thick Slab; 0543

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

APA (6th Edition):

Quach, P. T. (2016). Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/73110

Chicago Manual of Style (16th Edition):

Quach, Phillip T. “Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.” 2016. Masters Thesis, University of Toronto. Accessed December 03, 2020. http://hdl.handle.net/1807/73110.

MLA Handbook (7th Edition):

Quach, Phillip T. “Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.” 2016. Web. 03 Dec 2020.

Vancouver:

Quach PT. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/1807/73110.

Council of Science Editors:

Quach PT. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/73110


University of Toronto

23. Giotis, Georgios. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.

Degree: 2017, University of Toronto

Hybrid simulation methods have attracted significant interest from researchers in structural engineering to accurately assess the seismic performance of structures. To implement hybrid simulations in… (more)

Subjects/Keywords: hybrid simulation; reinforced concrete structure; seismic performance assessment; structural testing; 0543

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APA (6th Edition):

Giotis, G. (2017). Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/79114

Chicago Manual of Style (16th Edition):

Giotis, Georgios. “Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.” 2017. Masters Thesis, University of Toronto. Accessed December 03, 2020. http://hdl.handle.net/1807/79114.

MLA Handbook (7th Edition):

Giotis, Georgios. “Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure.” 2017. Web. 03 Dec 2020.

Vancouver:

Giotis G. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. [Internet] [Masters thesis]. University of Toronto; 2017. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/1807/79114.

Council of Science Editors:

Giotis G. Development of a Weakly-Coupled Hybrid Simulation Method for Seismic Assessment and its Application to Reinforced Concrete Building Structure. [Masters Thesis]. University of Toronto; 2017. Available from: http://hdl.handle.net/1807/79114


University of Houston

24. -6438-5283. Development of CSMM-Based Shell Element for Reinforced Concrete Structures.

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

 Reinforced concrete (RC) shell structures have been widely used in a variety of modern engineering applications. It is found from the earthquake reconnaissance that the… (more)

Subjects/Keywords: Reinforced concrete; Shell structure; Earthquake; Finite element; Nuclear containment vessel

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APA (6th Edition):

-6438-5283. (2016). Development of CSMM-Based Shell Element for Reinforced Concrete Structures. (Doctoral Dissertation). University of Houston. Retrieved from http://hdl.handle.net/10657/3199

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-6438-5283. “Development of CSMM-Based Shell Element for Reinforced Concrete Structures.” 2016. Doctoral Dissertation, University of Houston. Accessed December 03, 2020. http://hdl.handle.net/10657/3199.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-6438-5283. “Development of CSMM-Based Shell Element for Reinforced Concrete Structures.” 2016. Web. 03 Dec 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6438-5283. Development of CSMM-Based Shell Element for Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. University of Houston; 2016. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/10657/3199.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-6438-5283. Development of CSMM-Based Shell Element for Reinforced Concrete Structures. [Doctoral Dissertation]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3199

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Delft University of Technology

25. Dierker Viik, Leah (author). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.

Degree: 2019, Delft University of Technology

The development of computational tools to aid with early-stage design of buildings is an emerging topic of great value. Developing a good conceptual design for… (more)

Subjects/Keywords: parametric design; conceptual design; Grasshopper; structural analysis; computational design; concrete structure

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APA (6th Edition):

Dierker Viik, L. (. (2019). StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9

Chicago Manual of Style (16th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Masters Thesis, Delft University of Technology. Accessed December 03, 2020. http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

MLA Handbook (7th Edition):

Dierker Viik, Leah (author). “StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings.” 2019. Web. 03 Dec 2020.

Vancouver:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9.

Council of Science Editors:

Dierker Viik L(. StructuralComponents 6: An early-stage design tool for flexible topologies of mid-rise concrete buildings. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:a582d714-bd9c-48e5-9a74-36de7ec4e3c9


University of Manchester

26. Beshir, Moustafa. Robustness of composite framed structures in fire.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: 624.1; Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA (6th Edition):

Beshir, M. (2016). Robustness of composite framed structures in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

Chicago Manual of Style (16th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Doctoral Dissertation, University of Manchester. Accessed December 03, 2020. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

MLA Handbook (7th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Web. 03 Dec 2020.

Vancouver:

Beshir M. Robustness of composite framed structures in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Dec 03]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

Council of Science Editors:

Beshir M. Robustness of composite framed structures in fire. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557


University of Manchester

27. Beshir, Moustafa Abdelghaffar Elgharib zayed. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.

Degree: 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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APA (6th Edition):

Beshir, M. A. E. (2016). ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477

Chicago Manual of Style (16th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Doctoral Dissertation, University of Manchester. Accessed December 03, 2020. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

MLA Handbook (7th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Web. 03 Dec 2020.

Vancouver:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2020 Dec 03]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

Council of Science Editors:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477


Brno University of Technology

28. Brázdil, Jakub. Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure.

Degree: 2020, Brno University of Technology

 Bachelor´s thesis deals with a design and static analysis of reinforced concrete frame structure. is to design and assess the elements of structure ordinary frame,… (more)

Subjects/Keywords: Železobeton; železobetonový rám; železobetonový sloup; železobetonová patka; monolitická konstrukce; zatížení; zatěžovací stavy.; Reinforced concrete; reinforced concrete frame; reinforced concrete column; reinforced concrete base; monolithic structure; load; load cases.

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APA (6th Edition):

Brázdil, J. (2020). Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/190794

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):

Brázdil, Jakub. “Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure.” 2020. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/190794.

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

MLA Handbook (7th Edition):

Brázdil, Jakub. “Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure.” 2020. Web. 03 Dec 2020.

Vancouver:

Brázdil J. Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/190794.

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

Council of Science Editors:

Brázdil J. Návrh a analýza železobetonové rámové skeletové konstrukce: Design and analysis of reinforced concrete frame structure. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/190794

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


Brno University of Technology

29. Rajman, Martin. Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre.

Degree: 2019, Brno University of Technology

 The point of my diploma thesis was design elements of reinforced concrete frame structures mounted single – storey mall.I choose the most exposed to the… (more)

Subjects/Keywords: Železobeton; příčný rám; železobetonová konstrukce jednopodlažního; nákupního centra.; Reinforced concrete; the transverse frame; reinforced concrete structure; single – storey mal

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

APA (6th Edition):

Rajman, M. (2019). Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/8586

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):

Rajman, Martin. “Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre.” 2019. Thesis, Brno University of Technology. Accessed December 03, 2020. http://hdl.handle.net/11012/8586.

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

MLA Handbook (7th Edition):

Rajman, Martin. “Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre.” 2019. Web. 03 Dec 2020.

Vancouver:

Rajman M. Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Dec 03]. Available from: http://hdl.handle.net/11012/8586.

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

Council of Science Editors:

Rajman M. Železobetonová skeletová konstrukce nákupního centra: Reinforced concrete frame structure of shopping centre. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/8586

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


Indian Institute of Science

30. Hemalatha, T. Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue.

Degree: PhD, Faculty of Engineering, 2013, Indian Institute of Science

 Evolution of concrete is continuously taking place to meet the ever-growing demands of the construction industry. Self compacting concrete (SCC) has emerged as a result… (more)

Subjects/Keywords: Concrete - Fracture Mechanics; Concrete - Compacting; Self Compacting Concrete (SCC); Self Compacting Structure - Microstructure; Digital Image Correlation (DIC); Acoustic Emission (AE); Fly Ash; Silica Fume; Structural Engineering

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

APA (6th Edition):

Hemalatha, T. (2013). Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/2237

Chicago Manual of Style (16th Edition):

Hemalatha, T. “Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue.” 2013. Doctoral Dissertation, Indian Institute of Science. Accessed December 03, 2020. http://etd.iisc.ac.in/handle/2005/2237.

MLA Handbook (7th Edition):

Hemalatha, T. “Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue.” 2013. Web. 03 Dec 2020.

Vancouver:

Hemalatha T. Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2013. [cited 2020 Dec 03]. Available from: http://etd.iisc.ac.in/handle/2005/2237.

Council of Science Editors:

Hemalatha T. Studies On Characterization Of Self Compacting Concrete : Microstructure, Fracture And Fatigue. [Doctoral Dissertation]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ac.in/handle/2005/2237

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