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You searched for subject:(REINFORCED CONCRETE STRUCTURES STRUCTURAL ELEMENTS ). Showing records 1 – 30 of 31906 total matches.

[1] [2] [3] [4] [5] … [1064]

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University of Illinois – Urbana-Champaign

1. Welt, Travis Steven. Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

Reinforced concrete structural walls are one of the most common lateral force-resisting systems in buildings located in high seismicity regions. Walled structures are expected to… (more)

Subjects/Keywords: reinforced concrete; special reinforced concrete structural walls; boundary elements; boundary element detailing; confined concrete modeling

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

APA (6th Edition):

Welt, T. S. (2015). Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88022

Chicago Manual of Style (16th Edition):

Welt, Travis Steven. “Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed December 06, 2019. http://hdl.handle.net/2142/88022.

MLA Handbook (7th Edition):

Welt, Travis Steven. “Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations.” 2015. Web. 06 Dec 2019.

Vancouver:

Welt TS. Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2142/88022.

Council of Science Editors:

Welt TS. Detailing for compression in reinforced concrete wall boundary elements: experiments, simulations, and design recommendations. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88022


Indian Institute of Science

2. Guruprasad, Y K. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.

Degree: 2014, Indian Institute of Science

Reinforced cement concrete (RCC) structures have become an important aspect in most of the buildings in our society around the world. Most of the multistoried… (more)

Subjects/Keywords: Thermo-Mechanical Loadings; Structural Concrete; Reinforced Cement Concrete Structures; Concrete - Structural Analysis; Reinforced Concrete; Concrete - Analysis; Carbon Fiber Reinforced Polymer; Concrete - Finite Element Analysis; Plain Concrete; Concrete Structures; Reinforced Cement Concrete (RCC); CFRP Repair; Cyclic Loading; High Temperature on Concrete; Civil Engineering

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APA (6th Edition):

Guruprasad, Y. K. (2014). Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/3040

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):

Guruprasad, Y K. “Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.” 2014. Thesis, Indian Institute of Science. Accessed December 06, 2019. http://hdl.handle.net/2005/3040.

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

MLA Handbook (7th Edition):

Guruprasad, Y K. “Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings.” 2014. Web. 06 Dec 2019.

Vancouver:

Guruprasad YK. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. [Internet] [Thesis]. Indian Institute of Science; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2005/3040.

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

Council of Science Editors:

Guruprasad YK. Repair and Retrofit Strategies for Structural Concrete against Thermo-Mechanical Loadings. [Thesis]. Indian Institute of Science; 2014. Available from: http://hdl.handle.net/2005/3040

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


University of Canterbury

3. Robertson, Kathryn Louise. Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures.

Degree: Civil Engineering, 2005, University of Canterbury

 Following the evolution of a damage avoidance design (DAD) frame system, with rocking beam-column joints, at the University of Canterbury, analytical studies are carried out… (more)

Subjects/Keywords: structural analysis; reinforced concrete structures

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APA (6th Edition):

Robertson, K. L. (2005). Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/1093

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):

Robertson, Kathryn Louise. “Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures.” 2005. Thesis, University of Canterbury. Accessed December 06, 2019. http://hdl.handle.net/10092/1093.

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

MLA Handbook (7th Edition):

Robertson, Kathryn Louise. “Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures.” 2005. Web. 06 Dec 2019.

Vancouver:

Robertson KL. Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures. [Internet] [Thesis]. University of Canterbury; 2005. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10092/1093.

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

Council of Science Editors:

Robertson KL. Probabilistic seismic design and assessment methodologies for the new generation of damage resistant structures. [Thesis]. University of Canterbury; 2005. Available from: http://hdl.handle.net/10092/1093

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


University of Minnesota

4. Xue, Bing. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.

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

 The objective of this research is to develop a new probabilistic framework to facilitate reliability-based analysis and design of reinforced concrete (RC) buildings against progressive… (more)

Subjects/Keywords: probabilistic analysis; progressive collapse; reinforced concrete structures; structural reliability

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APA (6th Edition):

Xue, B. (2015). Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/175713

Chicago Manual of Style (16th Edition):

Xue, Bing. “Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.” 2015. Doctoral Dissertation, University of Minnesota. Accessed December 06, 2019. http://hdl.handle.net/11299/175713.

MLA Handbook (7th Edition):

Xue, Bing. “Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.” 2015. Web. 06 Dec 2019.

Vancouver:

Xue B. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11299/175713.

Council of Science Editors:

Xue B. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/175713


University of Cambridge

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

Degree: 2020, University of Cambridge

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

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

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

APA (6th Edition):

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

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):

Hawkins, William John. “Thin-shell Concrete Floors for Sustainable Buildings .” 2020. Thesis, University of Cambridge. Accessed December 06, 2019. https://www.repository.cam.ac.uk/handle/1810/298919.

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

MLA Handbook (7th Edition):

Hawkins, William John. “Thin-shell Concrete Floors for Sustainable Buildings .” 2020. Web. 06 Dec 2019.

Vancouver:

Hawkins WJ. Thin-shell Concrete Floors for Sustainable Buildings . [Internet] [Thesis]. University of Cambridge; 2020. [cited 2019 Dec 06]. Available from: https://www.repository.cam.ac.uk/handle/1810/298919.

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

Council of Science Editors:

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

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


Youngstown State University

6. Maxy, Meera Elizabeth. Determination of Structural Health of the Lincoln Parking Deck at YSU.

Degree: MSin Engineering, Department of Civil/Environmental and Chemical Engineering, 2018, Youngstown State University

 The Lincoln Parking Deck at Youngstown State University has been serving as one of the most important structures on campus since the 1970s. It is… (more)

Subjects/Keywords: Civil Engineering; Corrosion; Reinforced concrete structures; Parking deck; Non-destructive techniques; Structural analysis

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APA (6th Edition):

Maxy, M. E. (2018). Determination of Structural Health of the Lincoln Parking Deck at YSU. (Masters Thesis). Youngstown State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ysu1525857605951599

Chicago Manual of Style (16th Edition):

Maxy, Meera Elizabeth. “Determination of Structural Health of the Lincoln Parking Deck at YSU.” 2018. Masters Thesis, Youngstown State University. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1525857605951599.

MLA Handbook (7th Edition):

Maxy, Meera Elizabeth. “Determination of Structural Health of the Lincoln Parking Deck at YSU.” 2018. Web. 06 Dec 2019.

Vancouver:

Maxy ME. Determination of Structural Health of the Lincoln Parking Deck at YSU. [Internet] [Masters thesis]. Youngstown State University; 2018. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ysu1525857605951599.

Council of Science Editors:

Maxy ME. Determination of Structural Health of the Lincoln Parking Deck at YSU. [Masters Thesis]. Youngstown State University; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ysu1525857605951599


University of Toronto

7. Getzlaf, Douglas Donald. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.

Degree: 2012, University of Toronto

Non-corroding materials, such as Fibre-Reinforced Polymer (FRP) bars, are now being used as reinforcement for reinforced concrete structures in order to extend their lifetime and… (more)

Subjects/Keywords: Structural Engineering; Reinforced Concrete; 0543

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APA (6th Edition):

Getzlaf, D. D. (2012). An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33212

Chicago Manual of Style (16th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Masters Thesis, University of Toronto. Accessed December 06, 2019. http://hdl.handle.net/1807/33212.

MLA Handbook (7th Edition):

Getzlaf, Douglas Donald. “An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams.” 2012. Web. 06 Dec 2019.

Vancouver:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1807/33212.

Council of Science Editors:

Getzlaf DD. An Investigation into the Flexural Behaviour of GFRP Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33212


Lehigh University

8. Peterson, Kristen Ann. Damage Detection in RC Earthquake Systems Using Dense Sensor Networks.

Degree: MS, Structural Engineering, 2013, Lehigh University

 In this thesis, a data-driven damage detection method is developed to detect and localize the yielding of the steel reinforcement, spalling of the concrete cover,… (more)

Subjects/Keywords: damage detection; data-driven; DIC; earthquake-resistant structures; reinforced concrete; structural health monitoring; Civil and Environmental Engineering; Engineering; Structural Engineering

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APA (6th Edition):

Peterson, K. A. (2013). Damage Detection in RC Earthquake Systems Using Dense Sensor Networks. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1589

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):

Peterson, Kristen Ann. “Damage Detection in RC Earthquake Systems Using Dense Sensor Networks.” 2013. Thesis, Lehigh University. Accessed December 06, 2019. https://preserve.lehigh.edu/etd/1589.

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

MLA Handbook (7th Edition):

Peterson, Kristen Ann. “Damage Detection in RC Earthquake Systems Using Dense Sensor Networks.” 2013. Web. 06 Dec 2019.

Vancouver:

Peterson KA. Damage Detection in RC Earthquake Systems Using Dense Sensor Networks. [Internet] [Thesis]. Lehigh University; 2013. [cited 2019 Dec 06]. Available from: https://preserve.lehigh.edu/etd/1589.

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

Council of Science Editors:

Peterson KA. Damage Detection in RC Earthquake Systems Using Dense Sensor Networks. [Thesis]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1589

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


Universidade do Rio Grande do Sul

9. Tamayo, Jorge Luis Palomino. Análise numérica de vigas mistas pelo método dos elementos finitos.

Degree: 2011, Universidade do Rio Grande do Sul

O emprego das vigas mistas na atualidade é uma das opções atrativas para a construção de pontes e das lajes dos andares de prédios. A… (more)

Subjects/Keywords: Composite beams; Elementos finitos; Finite elements; Estruturas de aço; Reinforced concrete; Concreto armado; Vigas mistas; Steel structures

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APA (6th Edition):

Tamayo, J. L. P. (2011). Análise numérica de vigas mistas pelo método dos elementos finitos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/30117

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):

Tamayo, Jorge Luis Palomino. “Análise numérica de vigas mistas pelo método dos elementos finitos.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed December 06, 2019. http://hdl.handle.net/10183/30117.

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

MLA Handbook (7th Edition):

Tamayo, Jorge Luis Palomino. “Análise numérica de vigas mistas pelo método dos elementos finitos.” 2011. Web. 06 Dec 2019.

Vancouver:

Tamayo JLP. Análise numérica de vigas mistas pelo método dos elementos finitos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10183/30117.

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

Council of Science Editors:

Tamayo JLP. Análise numérica de vigas mistas pelo método dos elementos finitos. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/30117

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


Anna University

10. Ramadevi K. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.

Degree: Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames, 2015, Anna University

The concept of using fibres to reinforce a brittle material is not new According to American Concrete Institute ACI manual of concrete practice the use… (more)

Subjects/Keywords: Civil engineering; Ductile beahaviour; Hybrid fibre reinforced concrete; Reinforced concrete elements; Reinforced concrete frames

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APA (6th Edition):

K, R. (2015). Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/49451

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, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Thesis, Anna University. Accessed December 06, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

MLA Handbook (7th Edition):

K, Ramadevi. “Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;.” 2015. Web. 06 Dec 2019.

Vancouver:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Dec 06]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451.

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

Council of Science Editors:

K R. Investigations on ductile behaviour of hybrid fibre reinforced concrete elements and frames;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/49451

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


Indian Institute of Science

11. Krishnan, N Gopala. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.

Degree: 2009, Indian Institute of Science

 Countries world-over have thousands of critical structures and bridges which have been built decades back when strength-based designs were the order of the day. Over… (more)

Subjects/Keywords: Reinforced Concrete Structures; Damage Analysis (Civil Engineering); Concrete Beams - Damage Identification; Reinforced Concrete Beams; Structural Health Monitoring; Concrete Structures - Damage; Wavelet Analysis; Damage Indicators; Seismic Damage; Radial Basis Function Network (RBFN); Structural Engineering

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APA (6th Edition):

Krishnan, N. G. (2009). Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/988

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):

Krishnan, N Gopala. “Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.” 2009. Thesis, Indian Institute of Science. Accessed December 06, 2019. http://hdl.handle.net/2005/988.

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

MLA Handbook (7th Edition):

Krishnan, N Gopala. “Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements.” 2009. Web. 06 Dec 2019.

Vancouver:

Krishnan NG. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2005/988.

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

Council of Science Editors:

Krishnan NG. Identification Tools For Smeared Damage With Application To Reinforced Concrete Structural Elements. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/988

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


University of Technology, Sydney

12. Kabir, MI. Short and long term performance of concrete structures repaired/strengthened with FRP.

Degree: 2014, University of Technology, Sydney

 Fibre Reinforced Polymer (FRP) composites have lately become a popular choice for strengthening and/or repairing of reinforced concrete (RC) structures due to their advantageous properties… (more)

Subjects/Keywords: FRP.; Fibre reinforced Polymer.; Reinforced concrete structures.; Fibre reinforced concrete.; Concrete repair.; Wildcardtest.

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APA (6th Edition):

Kabir, M. (2014). Short and long term performance of concrete structures repaired/strengthened with FRP. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/30380

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):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Thesis, University of Technology, Sydney. Accessed December 06, 2019. http://hdl.handle.net/10453/30380.

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

MLA Handbook (7th Edition):

Kabir, MI. “Short and long term performance of concrete structures repaired/strengthened with FRP.” 2014. Web. 06 Dec 2019.

Vancouver:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Internet] [Thesis]. University of Technology, Sydney; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10453/30380.

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

Council of Science Editors:

Kabir M. Short and long term performance of concrete structures repaired/strengthened with FRP. [Thesis]. University of Technology, Sydney; 2014. Available from: http://hdl.handle.net/10453/30380

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


University of Washington

13. Aragaw, Leikune F. Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings.

Degree: 2017, University of Washington

 Seismic events such as the Northridge (1994) and Nisqually (2001) earthquakes, amongst many others, have caused significant damage and financial losses to both structural and… (more)

Subjects/Keywords: floor accelerations; floor response spectra; hybrid rocking walls; non-structural elements; precast walls; reinforced concrete walls; Civil engineering; Civil engineering

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APA (6th Edition):

Aragaw, L. F. (2017). Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/40000

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):

Aragaw, Leikune F. “Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings.” 2017. Thesis, University of Washington. Accessed December 06, 2019. http://hdl.handle.net/1773/40000.

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

MLA Handbook (7th Edition):

Aragaw, Leikune F. “Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings.” 2017. Web. 06 Dec 2019.

Vancouver:

Aragaw LF. Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings. [Internet] [Thesis]. University of Washington; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1773/40000.

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

Council of Science Editors:

Aragaw LF. Floor Response Spectra in Hybrid Base-Rocking and Reinforced Concrete Wall Buildings. [Thesis]. University of Washington; 2017. Available from: http://hdl.handle.net/1773/40000

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


Universidade do Rio Grande do Sul

14. Barbosa, Paulo Renato de Oliveira. Análise probabilística de pilares de concreto armado através do método dos elementos finitos.

Degree: 2017, Universidade do Rio Grande do Sul

Com a crescente evolução tecnológica dos materiais empregados na construção civil, como o concreto estrutural, que hoje atinge resistências características bastante superiores àquelas utilizadas tradicionalmente… (more)

Subjects/Keywords: Finite elements; Pilares de concreto armado; Structural reliability; Elementos finitos; Ansys (Programa de computador); ANSYS; Concreto de alta resistência; Reinforced concrete

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APA (6th Edition):

Barbosa, P. R. d. O. (2017). Análise probabilística de pilares de concreto armado através do método dos elementos finitos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/170960

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):

Barbosa, Paulo Renato de Oliveira. “Análise probabilística de pilares de concreto armado através do método dos elementos finitos.” 2017. Thesis, Universidade do Rio Grande do Sul. Accessed December 06, 2019. http://hdl.handle.net/10183/170960.

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

MLA Handbook (7th Edition):

Barbosa, Paulo Renato de Oliveira. “Análise probabilística de pilares de concreto armado através do método dos elementos finitos.” 2017. Web. 06 Dec 2019.

Vancouver:

Barbosa PRdO. Análise probabilística de pilares de concreto armado através do método dos elementos finitos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10183/170960.

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

Council of Science Editors:

Barbosa PRdO. Análise probabilística de pilares de concreto armado através do método dos elementos finitos. [Thesis]. Universidade do Rio Grande do Sul; 2017. Available from: http://hdl.handle.net/10183/170960

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


ETH Zürich

15. Wenk, Thomas. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.

Degree: 2000, ETH Zürich

Subjects/Keywords: BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); STAHLBETONSKELETTBAUTEN (BAUINGENIEURWESEN); STOCKWERKRAHMEN (BAUSTATIK); ERDBEBENBELASTUNG (BAUSTATIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); REINFORCED CONCRETE SKELETON STRUCTURES (CIVIL ENGINEERING); MULTI-STOREY FRAMES (STRUCTURAL ANALYSIS); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Wenk, T. (2000). Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144930

Chicago Manual of Style (16th Edition):

Wenk, Thomas. “Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.” 2000. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/144930.

MLA Handbook (7th Edition):

Wenk, Thomas. “Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.” 2000. Web. 06 Dec 2019.

Vancouver:

Wenk T. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/144930.

Council of Science Editors:

Wenk T. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144930


Universidade Federal de Santa Maria

16. Valdi Henrique Spohr. ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS.

Degree: 2008, Universidade Federal de Santa Maria

Este estudo tem como objetivo analisar, comparativamente, os custos entre os sistemas estruturais convencionais e os sistemas estruturais de lajes nervuradas em concreto armado. Parte… (more)

Subjects/Keywords: lajes nervuradas e custos; sistemas estruturais; estruturas de concreto armado; ENGENHARIA CIVIL; reinforced concrete structures; structural systems; rib slabs and costs

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

APA (6th Edition):

Spohr, V. H. (2008). ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2127

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):

Spohr, Valdi Henrique. “ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS.” 2008. Thesis, Universidade Federal de Santa Maria. Accessed December 06, 2019. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2127.

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

MLA Handbook (7th Edition):

Spohr, Valdi Henrique. “ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS.” 2008. Web. 06 Dec 2019.

Vancouver:

Spohr VH. ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2008. [cited 2019 Dec 06]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2127.

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

Council of Science Editors:

Spohr VH. ANÁLISE COMPARATIVA: SISTEMAS ESTRUTURAIS CONVENCIONAIS E ESTRUTURAS DE LAJES NERVURADAS. [Thesis]. Universidade Federal de Santa Maria; 2008. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=2127

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


Universidade do Rio Grande do Sul

17. Chies, Josué Argenta. Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom.

Degree: 2014, Universidade do Rio Grande do Sul

A aplicação de Ensaios Não Destrutivos (END) é considerada uma alternativa para monitorar o estado das estruturas de concreto armado, principalmente quando ocorrem falhas de… (more)

Subjects/Keywords: Non-destructive tests; Ensaios não-destrutivos; Estruturas de concreto armado; Ultrasonic pulse velocity; Reinforced concrete structures; Concreting failures; Structural defects

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

APA (6th Edition):

Chies, J. A. (2014). Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/127927

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):

Chies, Josué Argenta. “Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom.” 2014. Thesis, Universidade do Rio Grande do Sul. Accessed December 06, 2019. http://hdl.handle.net/10183/127927.

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

MLA Handbook (7th Edition):

Chies, Josué Argenta. “Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom.” 2014. Web. 06 Dec 2019.

Vancouver:

Chies JA. Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10183/127927.

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

Council of Science Editors:

Chies JA. Ensaios não destrutivos em concreto : detecção de falhas no interior de estruturas de concreto com o uso de ultrassom. [Thesis]. Universidade do Rio Grande do Sul; 2014. Available from: http://hdl.handle.net/10183/127927

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

18. Ribeiro, Rui Filipe Amorim. Modelação e dimensionamento de estruturas.

Degree: 2015, Instituto Politécnico do Porto

O presente relatório refere-se ao trabalho desenvolvido durante o período de estágio curricular enquadrado no ciclo de estudos do Mestrado em Engenharia Civil do ISEP,… (more)

Subjects/Keywords: Estágio Curricular; Estruturas de Betão Armado; Pré-esforço; Projeto Estrutural; Internship; Reinforced Concrete Structures; Pre-tensioning Structural Design; Estruturas

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

APA (6th Edition):

Ribeiro, R. F. A. (2015). Modelação e dimensionamento de estruturas. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8106

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

Chicago Manual of Style (16th Edition):

Ribeiro, Rui Filipe Amorim. “Modelação e dimensionamento de estruturas.” 2015. Thesis, Instituto Politécnico do Porto. Accessed December 06, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8106.

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

MLA Handbook (7th Edition):

Ribeiro, Rui Filipe Amorim. “Modelação e dimensionamento de estruturas.” 2015. Web. 06 Dec 2019.

Vancouver:

Ribeiro RFA. Modelação e dimensionamento de estruturas. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2019 Dec 06]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8106.

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

Council of Science Editors:

Ribeiro RFA. Modelação e dimensionamento de estruturas. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8106

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


University of Colorado

19. Raghunandan, Meera. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.

Degree: PhD, 2013, University of Colorado

  This thesis aims to assess the influence of long duration shaking during earthquakes on structural collapse. It is well accepted that ground motion intensity… (more)

Subjects/Keywords: ground motion duration; incremental dynamic analysis; reinforced concrete structures; seismic risk; structural collapse; Architectural Engineering; Civil Engineering

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

APA (6th Edition):

Raghunandan, M. (2013). Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/467

Chicago Manual of Style (16th Edition):

Raghunandan, Meera. “Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.” 2013. Doctoral Dissertation, University of Colorado. Accessed December 06, 2019. https://scholar.colorado.edu/cven_gradetds/467.

MLA Handbook (7th Edition):

Raghunandan, Meera. “Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures.” 2013. Web. 06 Dec 2019.

Vancouver:

Raghunandan M. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2019 Dec 06]. Available from: https://scholar.colorado.edu/cven_gradetds/467.

Council of Science Editors:

Raghunandan M. Influence of Long Duration Ground Shaking on Collapse of Reinforced Concrete Structures. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/467

20. Ribbans, David A. Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision.

Degree: 2015, University of Massachusetts

  The inland waterway system in the United States is fundamental to the transportation system as a whole and the success of the nation’s economy.… (more)

Subjects/Keywords: Impact analysis; bridge pier; barge collision; failure risk assessment; reinforced concrete structures; strain rate effects; Structural Engineering

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

APA (6th Edition):

Ribbans, D. A. (2015). Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision. (Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/masters_theses_2/168

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):

Ribbans, David A. “Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision.” 2015. Thesis, University of Massachusetts. Accessed December 06, 2019. https://scholarworks.umass.edu/masters_theses_2/168.

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

MLA Handbook (7th Edition):

Ribbans, David A. “Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision.” 2015. Web. 06 Dec 2019.

Vancouver:

Ribbans DA. Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision. [Internet] [Thesis]. University of Massachusetts; 2015. [cited 2019 Dec 06]. Available from: https://scholarworks.umass.edu/masters_theses_2/168.

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

Council of Science Editors:

Ribbans DA. Structural Vulnerability Assessment of Bridge Piers in the Event of Barge Collision. [Thesis]. University of Massachusetts; 2015. Available from: https://scholarworks.umass.edu/masters_theses_2/168

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


University of Hong Kong

21. Luo, Lie. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.

Degree: M. Phil., 2012, University of Hong Kong

This thesis proposes two forms of external confinement for concrete filled steel tubular (CFST) columns. The confinement efficiency is studied by examining the axial strength… (more)

Subjects/Keywords: Reinforced concrete construction.; Tubular steel structures.

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

APA (6th Edition):

Luo, L. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Masters Thesis). University of Hong Kong. Retrieved from Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493

Chicago Manual of Style (16th Edition):

Luo, Lie. “Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.” 2012. Masters Thesis, University of Hong Kong. Accessed December 06, 2019. Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493.

MLA Handbook (7th Edition):

Luo, Lie. “Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.” 2012. Web. 06 Dec 2019.

Vancouver:

Luo L. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2019 Dec 06]. Available from: Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493.

Council of Science Editors:

Luo L. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. [Masters Thesis]. University of Hong Kong; 2012. Available from: Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493


ETH Zürich

22. Trost, Burkhart. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.

Degree: 2017, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); ERDBEBENBELASTUNG (BAUSTATIK); STIFFENERS (STRUCTURAL ELEMENTS); ERDBEBENSICHERES BAUEN (BAUTENSCHUTZ); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); AUSSTEIFUNGEN (BAUKONSTRUKTIONSELEMENTE); EARTHQUAKE RESISTANT DESIGN (BUILDING PROTECTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Trost, B. (2017). Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/129565

Chicago Manual of Style (16th Edition):

Trost, Burkhart. “Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.” 2017. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/129565.

MLA Handbook (7th Edition):

Trost, Burkhart. “Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.” 2017. Web. 06 Dec 2019.

Vancouver:

Trost B. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/129565.

Council of Science Editors:

Trost B. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/129565


Florida Atlantic University

23. Trotsek, Dylan. Flexural Behavior of Concrete Using Basalt FRP Rebar.

Degree: MS, 2017, Florida Atlantic University

Summary: The objective of this research is to determine if the deflection equations currently adopted in ACI 440.1r-15 and previously ACI 440.1r-06 accurately reflect the… (more)

Subjects/Keywords: Reinforced concrete construction – Mathematical models.; Structural analysis (Engineering); Fiber-reinforced concrete.

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

APA (6th Edition):

Trotsek, D. (2017). Flexural Behavior of Concrete Using Basalt FRP Rebar. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/fau/fd/FA00004920 ; (URL) http://purl.flvc.org/fau/fd/FA00004920

Chicago Manual of Style (16th Edition):

Trotsek, Dylan. “Flexural Behavior of Concrete Using Basalt FRP Rebar.” 2017. Masters Thesis, Florida Atlantic University. Accessed December 06, 2019. http://purl.flvc.org/fau/fd/FA00004920 ; (URL) http://purl.flvc.org/fau/fd/FA00004920.

MLA Handbook (7th Edition):

Trotsek, Dylan. “Flexural Behavior of Concrete Using Basalt FRP Rebar.” 2017. Web. 06 Dec 2019.

Vancouver:

Trotsek D. Flexural Behavior of Concrete Using Basalt FRP Rebar. [Internet] [Masters thesis]. Florida Atlantic University; 2017. [cited 2019 Dec 06]. Available from: http://purl.flvc.org/fau/fd/FA00004920 ; (URL) http://purl.flvc.org/fau/fd/FA00004920.

Council of Science Editors:

Trotsek D. Flexural Behavior of Concrete Using Basalt FRP Rebar. [Masters Thesis]. Florida Atlantic University; 2017. Available from: http://purl.flvc.org/fau/fd/FA00004920 ; (URL) http://purl.flvc.org/fau/fd/FA00004920

24. Ousset, Isabelle. Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz.

Degree: Docteur es, Mécanique, 2015, INSA Lyon

En zone de montagne, les avalanches de neige menacent les personnes et également les structures de génie civil. Ce travail de thèse se focalise sur… (more)

Subjects/Keywords: Génie civil; Structures; Béton armé; Avalanche; Méthode des éléments finis; Fiabilité; Structures de protection; Mur en béton; Risques naturels; Rhéologie; Vulnérabilité; Civil engineering; Structures; Reinforced concrete; Avalanche; Finite elements method; Reliability; Protection structures; Concrete wall; Natural hazard; Rheology; Vulnerability; 624.183 410 72

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

APA (6th Edition):

Ousset, I. (2015). Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz. (Doctoral Dissertation). INSA Lyon. Retrieved from http://www.theses.fr/2015ISAL0051

Chicago Manual of Style (16th Edition):

Ousset, Isabelle. “Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz.” 2015. Doctoral Dissertation, INSA Lyon. Accessed December 06, 2019. http://www.theses.fr/2015ISAL0051.

MLA Handbook (7th Edition):

Ousset, Isabelle. “Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz.” 2015. Web. 06 Dec 2019.

Vancouver:

Ousset I. Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz. [Internet] [Doctoral dissertation]. INSA Lyon; 2015. [cited 2019 Dec 06]. Available from: http://www.theses.fr/2015ISAL0051.

Council of Science Editors:

Ousset I. Contribution à la modélisation par éléments finis des structures en béton armé soumises à des avalanches de neige : Application à la structure de protection de Taconnaz : Contribution to the finite element modelling of reinforced concrete structures subjected to snow avalanches : Application to the protective structure of Taconnaz. [Doctoral Dissertation]. INSA Lyon; 2015. Available from: http://www.theses.fr/2015ISAL0051


ETH Zürich

25. Zweidler, Simon. Kraftfluss in Stahlbetonplatten.

Degree: 2015, ETH Zürich

Subjects/Keywords: PLATES + SLABS (STRUCTURAL ANALYSIS); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); PLATTEN (BAUSTATIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Zweidler, S. (2015). Kraftfluss in Stahlbetonplatten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/114731

Chicago Manual of Style (16th Edition):

Zweidler, Simon. “Kraftfluss in Stahlbetonplatten.” 2015. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/114731.

MLA Handbook (7th Edition):

Zweidler, Simon. “Kraftfluss in Stahlbetonplatten.” 2015. Web. 06 Dec 2019.

Vancouver:

Zweidler S. Kraftfluss in Stahlbetonplatten. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/114731.

Council of Science Editors:

Zweidler S. Kraftfluss in Stahlbetonplatten. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/114731

26. Masood, Urooj. Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -.

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

Among the various types of fibers used in the preparation of Fiber Reinforced Concrete (FRC), glass fibers come under the category of non metallic and… (more)

Subjects/Keywords: Applications; Characteristics; Concrete; Mixed; Reinforced; Structural

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APA (6th Edition):

Masood, U. (2013). Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -. (Thesis). Jawaharlal Nehru Technological University, Hyderabad. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/19035

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):

Masood, Urooj. “Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -.” 2013. Thesis, Jawaharlal Nehru Technological University, Hyderabad. Accessed December 06, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/19035.

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

MLA Handbook (7th Edition):

Masood, Urooj. “Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -.” 2013. Web. 06 Dec 2019.

Vancouver:

Masood U. Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -. [Internet] [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. [cited 2019 Dec 06]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19035.

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

Council of Science Editors:

Masood U. Studies on Characteristics of Mixed Fiber Reinforced Concrete For Structural Applications; -. [Thesis]. Jawaharlal Nehru Technological University, Hyderabad; 2013. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/19035

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


Universidade Nova

27. Rocha, Daphne Wojciechowski. Flexural strengthening by means of a arc overlay in the tension zone.

Degree: 2012, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de Estruturas

Reinforced concrete structures may be flexurally strengthened in the tension zone… (more)

Subjects/Keywords: Reinforced concrete; Structural strengthening; Interface; Adherence; Connectors

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

APA (6th Edition):

Rocha, D. W. (2012). Flexural strengthening by means of a arc overlay in the tension zone. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Thesis, Universidade Nova. Accessed December 06, 2019. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

MLA Handbook (7th Edition):

Rocha, Daphne Wojciechowski. “Flexural strengthening by means of a arc overlay in the tension zone.” 2012. Web. 06 Dec 2019.

Vancouver:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Internet] [Thesis]. Universidade Nova; 2012. [cited 2019 Dec 06]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850.

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

Council of Science Editors:

Rocha DW. Flexural strengthening by means of a arc overlay in the tension zone. [Thesis]. Universidade Nova; 2012. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/8850

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


University of Johannesburg

28. Human, Johannes Jurie. Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns.

Degree: 2014, University of Johannesburg

M.Ing.

Design parameters for ferritic type stainless steel structural members do not exist and is needed. This study attempts to find design parameters for ferritic… (more)

Subjects/Keywords: Steel, Structural; Reinforced concrete; Reinforcing bars

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

APA (6th Edition):

Human, J. J. (2014). Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/9278

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):

Human, Johannes Jurie. “Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns.” 2014. Thesis, University of Johannesburg. Accessed December 06, 2019. http://hdl.handle.net/10210/9278.

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

MLA Handbook (7th Edition):

Human, Johannes Jurie. “Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns.” 2014. Web. 06 Dec 2019.

Vancouver:

Human JJ. Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10210/9278.

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

Council of Science Editors:

Human JJ. Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/9278

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


ETH Zürich

29. Marti, Peter. Zur plastischen Berechnung von Stahlbeton.

Degree: 1980, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); PLASTISCHE FORMÄNDERUNG (ELASTOMECHANIK); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); PLASTIC DEFORMATION (ELASTOMECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Marti, P. (1980). Zur plastischen Berechnung von Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136951

Chicago Manual of Style (16th Edition):

Marti, Peter. “Zur plastischen Berechnung von Stahlbeton.” 1980. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/136951.

MLA Handbook (7th Edition):

Marti, Peter. “Zur plastischen Berechnung von Stahlbeton.” 1980. Web. 06 Dec 2019.

Vancouver:

Marti P. Zur plastischen Berechnung von Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 1980. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/136951.

Council of Science Editors:

Marti P. Zur plastischen Berechnung von Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 1980. Available from: http://hdl.handle.net/20.500.11850/136951


ETH Zürich

30. Monotti, Mario. Reinforced concrete slabs - compatibility limit design.

Degree: 2004, ETH Zürich

Subjects/Keywords: BETONPLATTEN (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); TRAGWERKSBEMESSUNG (BAUSTATIK); PLASTISCHE FORMÄNDERUNG (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); PLASTIC DEFORMATION (STRUCTURAL STATICS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Monotti, M. (2004). Reinforced concrete slabs - compatibility limit design. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148301

Chicago Manual of Style (16th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/148301.

MLA Handbook (7th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Web. 06 Dec 2019.

Vancouver:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/148301.

Council of Science Editors:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Doctoral Dissertation]. ETH Zürich; 2004. Available from: http://hdl.handle.net/20.500.11850/148301

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