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You searched for subject:(concrete column). Showing records 1 – 30 of 298 total matches.

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University of Canterbury

1. Hannah, Mark Alexander. Investigation of the design recommendations of reinforced concrete beam-column joints.

Degree: Civil Engineering, 2013, University of Canterbury

 A parametric analysis on 58 beam-column joint specimens has been conducted. The analysis considered 14 fundamental parameters in the design of each specimen and two… (more)

Subjects/Keywords: reinforced; concrete; beam; column; joint; beam-column

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APA (6th Edition):

Hannah, M. A. (2013). Investigation of the design recommendations of reinforced concrete beam-column joints. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/10981

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):

Hannah, Mark Alexander. “Investigation of the design recommendations of reinforced concrete beam-column joints.” 2013. Thesis, University of Canterbury. Accessed December 10, 2019. http://hdl.handle.net/10092/10981.

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

MLA Handbook (7th Edition):

Hannah, Mark Alexander. “Investigation of the design recommendations of reinforced concrete beam-column joints.” 2013. Web. 10 Dec 2019.

Vancouver:

Hannah MA. Investigation of the design recommendations of reinforced concrete beam-column joints. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10092/10981.

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

Council of Science Editors:

Hannah MA. Investigation of the design recommendations of reinforced concrete beam-column joints. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/10981

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


University of Toronto

2. Tavassoli, Arjang. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.

Degree: 2013, University of Toronto

This study presents experimental results from nine large-scale circular concrete columns reinforced with longitudinal and transverse glass fiber-reinforced polymer (GFRP) bars. These specimens were tested… (more)

Subjects/Keywords: concrete column; GFRP reinforcement; 0543

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APA (6th Edition):

Tavassoli, A. (2013). Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42951

Chicago Manual of Style (16th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Masters Thesis, University of Toronto. Accessed December 10, 2019. http://hdl.handle.net/1807/42951.

MLA Handbook (7th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Web. 10 Dec 2019.

Vancouver:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/1807/42951.

Council of Science Editors:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42951


University of New South Wales

3. Khajeh Samani, Ali. Ductility in reinforced concrete columns.

Degree: Civil & Environmental Engineering, 2013, University of New South Wales

 Uniaxial and triaxial test results are used to study the behaviour of concrete specimens. Based on existing test results in the literature, a new model… (more)

Subjects/Keywords: Reinforced Concrete Column; High Strength Concrete; Ductility

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APA (6th Edition):

Khajeh Samani, A. (2013). Ductility in reinforced concrete columns. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Doctoral Dissertation, University of New South Wales. Accessed December 10, 2019. http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

MLA Handbook (7th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Web. 10 Dec 2019.

Vancouver:

Khajeh Samani A. Ductility in reinforced concrete columns. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Dec 10]. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

Council of Science Editors:

Khajeh Samani A. Ductility in reinforced concrete columns. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true

4. Gajalakshmi P. Behaviour of concrete filled steel columns subjected to lateral cyclic loading.

Degree: Civil Engineering, 2014, Anna University

The main objective of this study is to investigate the cumulative damage of circular in-filled columns subjected to quasistatic loading. The test parameters include the… (more)

Subjects/Keywords: Concrete filled steel column; Concrete-filled steel tube; Plain Cement Concrete

Page 1

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APA (6th Edition):

P, G. (2014). Behaviour of concrete filled steel columns subjected to lateral cyclic loading. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15645

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):

P, Gajalakshmi. “Behaviour of concrete filled steel columns subjected to lateral cyclic loading.” 2014. Thesis, Anna University. Accessed December 10, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/15645.

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

MLA Handbook (7th Edition):

P, Gajalakshmi. “Behaviour of concrete filled steel columns subjected to lateral cyclic loading.” 2014. Web. 10 Dec 2019.

Vancouver:

P G. Behaviour of concrete filled steel columns subjected to lateral cyclic loading. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 10]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15645.

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

Council of Science Editors:

P G. Behaviour of concrete filled steel columns subjected to lateral cyclic loading. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15645

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


Addis Ababa University

5. AYELE, MELAT. EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN .

Degree: 2012, Addis Ababa University

 The intensity and frequency of earthquake are getting higher and higher during these few years. After different failure observed the importance of enhancing the ductility… (more)

Subjects/Keywords: CONFINED REINFORCED CONCRETE COLUMN; frequency of earthquake; strength of column

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APA (6th Edition):

AYELE, M. (2012). EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4386

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):

AYELE, MELAT. “EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN .” 2012. Thesis, Addis Ababa University. Accessed December 10, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4386.

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

MLA Handbook (7th Edition):

AYELE, MELAT. “EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN .” 2012. Web. 10 Dec 2019.

Vancouver:

AYELE M. EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Dec 10]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4386.

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

Council of Science Editors:

AYELE M. EXPERIMENTAL AND ANALYTICAL INVESTIGATION ON CONFINED REINFORCED CONCRETE COLUMN . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4386

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

6. Lavanya Prabha, S. Studies on RPC: an ultra high strength concrete; -.

Degree: Civil Engineering, 2011, Jawaharlal Nehru Technological University

Reactive Powder Concrete (RPC) is a high strength, new generation concrete, formed from a special combination of constituent materials. The composition of reactive powder concrete(more)

Subjects/Keywords: Civil Engineering; Beam; Column; high strength concrete

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APA (6th Edition):

Lavanya Prabha, S. (2011). Studies on RPC: an ultra high strength concrete; -. (Thesis). Jawaharlal Nehru Technological University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/4399

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):

Lavanya Prabha, S. “Studies on RPC: an ultra high strength concrete; -.” 2011. Thesis, Jawaharlal Nehru Technological University. Accessed December 10, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/4399.

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

MLA Handbook (7th Edition):

Lavanya Prabha, S. “Studies on RPC: an ultra high strength concrete; -.” 2011. Web. 10 Dec 2019.

Vancouver:

Lavanya Prabha S. Studies on RPC: an ultra high strength concrete; -. [Internet] [Thesis]. Jawaharlal Nehru Technological University; 2011. [cited 2019 Dec 10]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/4399.

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

Council of Science Editors:

Lavanya Prabha S. Studies on RPC: an ultra high strength concrete; -. [Thesis]. Jawaharlal Nehru Technological University; 2011. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/4399

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


Virginia Tech

7. Bowers, Jeremy Thomas. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Reinforced concrete (RC) moment frames comprise a significant portion of the built environment in areas with seismic hazards. The beam-to-column joints of these frames are… (more)

Subjects/Keywords: Reinforced Concrete; Beam-Column Joints; Seismic Analysis

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APA (6th Edition):

Bowers, J. T. (2014). Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50437

Chicago Manual of Style (16th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Masters Thesis, Virginia Tech. Accessed December 10, 2019. http://hdl.handle.net/10919/50437.

MLA Handbook (7th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Web. 10 Dec 2019.

Vancouver:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10919/50437.

Council of Science Editors:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/50437


University of Ottawa

8. Lloyd, Alan Eric Walker. Blast Retrofit of Reinforced Concrete Columns .

Degree: 2015, University of Ottawa

 Explosives place large demands on the lateral load carrying capacity of structures. If these loads are applied on columns, the high pressure transient loads from… (more)

Subjects/Keywords: Blast; Explosive; Column; Reinforced concrete; Retrofit

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APA (6th Edition):

Lloyd, A. E. W. (2015). Blast Retrofit of Reinforced Concrete Columns . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32389

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):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Thesis, University of Ottawa. Accessed December 10, 2019. http://hdl.handle.net/10393/32389.

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

MLA Handbook (7th Edition):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Web. 10 Dec 2019.

Vancouver:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10393/32389.

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

Council of Science Editors:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32389

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


University of Wollongong

9. Widiarsa, Ida Bagus Rai. FRP-wrapped square RC columns under eccentric loading.

Degree: PhD, 2014, University of Wollongong

  Reinforced concrete (RC) structural members like columns can experience deterioration caused by many factors such as concrete cracks, corrosion of steel reinforcement, imperfect structural… (more)

Subjects/Keywords: FRP; wrapped; square; concrete; column; eccentric

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APA (6th Edition):

Widiarsa, I. B. R. (2014). FRP-wrapped square RC columns under eccentric loading. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4073

Chicago Manual of Style (16th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Doctoral Dissertation, University of Wollongong. Accessed December 10, 2019. ; https://ro.uow.edu.au/theses/4073.

MLA Handbook (7th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Web. 10 Dec 2019.

Vancouver:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Internet] [Doctoral dissertation]. University of Wollongong; 2014. [cited 2019 Dec 10]. Available from: ; https://ro.uow.edu.au/theses/4073.

Council of Science Editors:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Doctoral Dissertation]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4073


University of Minnesota

10. Nojavan, Alireza. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.

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

 Seven full-scale reinforced concrete (RC) columns were tested at the Multi-Axial Subassemblage Testing (MAST) Laboratory of the University of Minnesota to investigate their performance under… (more)

Subjects/Keywords: Buckling; Column; Damage; Earthquake; Reinforced Concrete

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

APA (6th Edition):

Nojavan, A. (2015). Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/177118

Chicago Manual of Style (16th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Doctoral Dissertation, University of Minnesota. Accessed December 10, 2019. http://hdl.handle.net/11299/177118.

MLA Handbook (7th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Web. 10 Dec 2019.

Vancouver:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11299/177118.

Council of Science Editors:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/177118

11. Azevedo, Pedro Ribeiro. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.

Degree: Mestrado, Engenharia de Estruturas, 2013, University of São Paulo

Para melhor aproveitamento da resistência do concreto, utiliza-se concreto de maior resistência à compressão em pilares e concreto de resistência inferior em vigas e lajes.… (more)

Subjects/Keywords: Column; Concrete; Concrete confinement; Concreto; Lajes; Resistencia estrutural; Vigas

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APA (6th Edition):

Azevedo, P. R. (2013). Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;

Chicago Manual of Style (16th Edition):

Azevedo, Pedro Ribeiro. “Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.” 2013. Masters Thesis, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;.

MLA Handbook (7th Edition):

Azevedo, Pedro Ribeiro. “Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.” 2013. Web. 10 Dec 2019.

Vancouver:

Azevedo PR. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;.

Council of Science Editors:

Azevedo PR. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;


Kansas State University

12. Brubaker, Briana. Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns.

Degree: MS, Department of Civil Engineering, 2017, Kansas State University

 Bridge and building construction in areas that sustain frequent seismic activity require the use of heavy lateral steel reinforcement within concrete columns to handle the… (more)

Subjects/Keywords: Multi-spiral reinforcement; Concrete column; Concrete confinement; Computer analysis

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APA (6th Edition):

Brubaker, B. (2017). Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/35324

Chicago Manual of Style (16th Edition):

Brubaker, Briana. “Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns.” 2017. Masters Thesis, Kansas State University. Accessed December 10, 2019. http://hdl.handle.net/2097/35324.

MLA Handbook (7th Edition):

Brubaker, Briana. “Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns.” 2017. Web. 10 Dec 2019.

Vancouver:

Brubaker B. Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/2097/35324.

Council of Science Editors:

Brubaker B. Experimental Evaluation and Computer Analysis of Multi-Spiral Confinement in Reinforced Concrete Columns. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/35324


University of Waterloo

13. Adetifa, Bamidele. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.

Degree: 2016, University of Waterloo

 In certain situations the punching strength of a connection may become inadequate after construction due to changes of connection geometry from drilling or coring, or… (more)

Subjects/Keywords: punching strength; shear bolts; reinforced concrete inetrior slab-column; flexural capacity; slab-column connections

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APA (6th Edition):

Adetifa, B. (2016). A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11038

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):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Thesis, University of Waterloo. Accessed December 10, 2019. http://hdl.handle.net/10012/11038.

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

MLA Handbook (7th Edition):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Web. 10 Dec 2019.

Vancouver:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10012/11038.

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

Council of Science Editors:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/11038

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

14. Ahmad, Fokruddin. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.

Degree: MS, Civil Engineering, 2015, University of North Dakota

  Extensive investigations have verified that frame systems consist of concrete-filled steel tubular (CFST) columns have more benefits than ordinary reinforced concrete and steel systems.… (more)

Subjects/Keywords: Buckling; Concrete Filled Tube; Cyclic Load; Hollow Steel Column; Seismic Load; Tubular Column

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APA (6th Edition):

Ahmad, F. (2015). Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1859

Chicago Manual of Style (16th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Masters Thesis, University of North Dakota. Accessed December 10, 2019. https://commons.und.edu/theses/1859.

MLA Handbook (7th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Web. 10 Dec 2019.

Vancouver:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Internet] [Masters thesis]. University of North Dakota; 2015. [cited 2019 Dec 10]. Available from: https://commons.und.edu/theses/1859.

Council of Science Editors:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Masters Thesis]. University of North Dakota; 2015. Available from: https://commons.und.edu/theses/1859


New Jersey Institute of Technology

15. Zarei, Mehdi. Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment.

Degree: PhD, Civil and Environmental Engineering, 2015, New Jersey Institute of Technology

  The technique of using Carbon Fiber Reinforced Polymer (CFRP) materials to repair and strengthen various concrete members has become popular in the structural retrofitting… (more)

Subjects/Keywords: Concrete; Column; High strength concrete; CFRP; Cyclical loading; Biaxial bending; Civil Engineering

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

APA (6th Edition):

Zarei, M. (2015). Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/65

Chicago Manual of Style (16th Edition):

Zarei, Mehdi. “Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment.” 2015. Doctoral Dissertation, New Jersey Institute of Technology. Accessed December 10, 2019. https://digitalcommons.njit.edu/dissertations/65.

MLA Handbook (7th Edition):

Zarei, Mehdi. “Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment.” 2015. Web. 10 Dec 2019.

Vancouver:

Zarei M. Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2015. [cited 2019 Dec 10]. Available from: https://digitalcommons.njit.edu/dissertations/65.

Council of Science Editors:

Zarei M. Normal-strength and high-strength concrete columns under cyclic axial load and biaxial moment. [Doctoral Dissertation]. New Jersey Institute of Technology; 2015. Available from: https://digitalcommons.njit.edu/dissertations/65


Addis Ababa University

16. Getachew, Kabtamu. APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 .

Degree: 2012, Addis Ababa University

 In concrete buildings, recently the design of column is increasingly determined by architectural, aesthetic, and economic criteria leading to slender cross-sections of columns. However, slender… (more)

Subjects/Keywords: EBCS_2; concrete buildings; building codes; UNIAXIAL INTERACTION DIAGRAM; SLENDER COLUMN

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APA (6th Edition):

Getachew, K. (2012). APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4372

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):

Getachew, Kabtamu. “APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 .” 2012. Thesis, Addis Ababa University. Accessed December 10, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4372.

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

MLA Handbook (7th Edition):

Getachew, Kabtamu. “APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 .” 2012. Web. 10 Dec 2019.

Vancouver:

Getachew K. APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 . [Internet] [Thesis]. Addis Ababa University; 2012. [cited 2019 Dec 10]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4372.

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

Council of Science Editors:

Getachew K. APPROXIMATE UNIAXIAL INTERACTION DIAGRAM FOR SLENDER COLUMN USING SECOND ORDER FORMULA FROM EBCS2, 1995 . [Thesis]. Addis Ababa University; 2012. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4372

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


University of Kansas

17. Woods, Charles. Displacement Demand Effects in Vulnerable Reinforced Concrete Columns.

Degree: M.E., Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The purpose of this study was to analyze the response of two full-scale reinforced concrete columns undergoing cyclic lateral loads. Specifically, columns were detailed to… (more)

Subjects/Keywords: Civil engineering; Column; Concrete; Earthquake; Reinforced; Seismic; Vulnerable

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

APA (6th Edition):

Woods, C. (2010). Displacement Demand Effects in Vulnerable Reinforced Concrete Columns. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/6436

Chicago Manual of Style (16th Edition):

Woods, Charles. “Displacement Demand Effects in Vulnerable Reinforced Concrete Columns.” 2010. Masters Thesis, University of Kansas. Accessed December 10, 2019. http://hdl.handle.net/1808/6436.

MLA Handbook (7th Edition):

Woods, Charles. “Displacement Demand Effects in Vulnerable Reinforced Concrete Columns.” 2010. Web. 10 Dec 2019.

Vancouver:

Woods C. Displacement Demand Effects in Vulnerable Reinforced Concrete Columns. [Internet] [Masters thesis]. University of Kansas; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/1808/6436.

Council of Science Editors:

Woods C. Displacement Demand Effects in Vulnerable Reinforced Concrete Columns. [Masters Thesis]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6436


The Ohio State University

18. Fisher, Matthew John. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.

Degree: MS, Civil Engineering, 2009, The Ohio State University

  Prefabricated Cage System (PCS), a new method of reinforcement for concrete members, has recently been proposed as an alternative to traditional steel reinforcing bar… (more)

Subjects/Keywords: Engineering; Beam-column joints; steel reinforcement; reinforced concrete; shear failure

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

APA (6th Edition):

Fisher, M. J. (2009). Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129

Chicago Manual of Style (16th Edition):

Fisher, Matthew John. “Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.” 2009. Masters Thesis, The Ohio State University. Accessed December 10, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129.

MLA Handbook (7th Edition):

Fisher, Matthew John. “Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints.” 2009. Web. 10 Dec 2019.

Vancouver:

Fisher MJ. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. [Internet] [Masters thesis]. The Ohio State University; 2009. [cited 2019 Dec 10]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129.

Council of Science Editors:

Fisher MJ. Experimental Evaluation of Reinforcement Methods for Concrete Beam-Column Joints. [Masters Thesis]. The Ohio State University; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1243628129


California State University – Sacramento

19. Wilson, Andrew G. Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5).

Degree: MS, Civil Engineering, 2010, California State University – Sacramento

 This report, Emulative Precast Bent Cap Connections for Seismic Regions: Component Tests???Preliminary Grouted Duct Specimen (Unit 5) (PGD), is a supplemental report to a series… (more)

Subjects/Keywords: NCHRP; NCHRP 12-74; AASHTO; PGD; Bridge; Concrete; Column

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

APA (6th Edition):

Wilson, A. G. (2010). Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5). (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.9/726

Chicago Manual of Style (16th Edition):

Wilson, Andrew G. “Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5).” 2010. Masters Thesis, California State University – Sacramento. Accessed December 10, 2019. http://hdl.handle.net/10211.9/726.

MLA Handbook (7th Edition):

Wilson, Andrew G. “Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5).” 2010. Web. 10 Dec 2019.

Vancouver:

Wilson AG. Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5). [Internet] [Masters thesis]. California State University – Sacramento; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10211.9/726.

Council of Science Editors:

Wilson AG. Emulative precast bent cap connections for seismic regions: component tests - preliminary grouted duct specimen (unit 5). [Masters Thesis]. California State University – Sacramento; 2010. Available from: http://hdl.handle.net/10211.9/726


University of California – Berkeley

20. Hassan, Wael M. Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings.

Degree: Civil and Environmental Engineering, 2011, University of California – Berkeley

 ABSTRACT Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete BuildingsbyWael Mohamed HassanDoctor of Philosophy in Engineering - Civil… (more)

Subjects/Keywords: Civil engineering; Beam Column; buildings; Concrete; Joints; Reinforcement; Seismic

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APA (6th Edition):

Hassan, W. M. (2011). Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/1k49h3mx

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):

Hassan, Wael M. “Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings.” 2011. Thesis, University of California – Berkeley. Accessed December 10, 2019. http://www.escholarship.org/uc/item/1k49h3mx.

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

MLA Handbook (7th Edition):

Hassan, Wael M. “Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings.” 2011. Web. 10 Dec 2019.

Vancouver:

Hassan WM. Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings. [Internet] [Thesis]. University of California – Berkeley; 2011. [cited 2019 Dec 10]. Available from: http://www.escholarship.org/uc/item/1k49h3mx.

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

Council of Science Editors:

Hassan WM. Analytical and Experimental Assessment of Seismic Vulnerability of Beam-Column Joints without Transverse Reinforcement in Concrete Buildings. [Thesis]. University of California – Berkeley; 2011. Available from: http://www.escholarship.org/uc/item/1k49h3mx

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


University of Akron

21. Khalid, Nibras Nizar. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.

Degree: PhD, Civil Engineering, 2018, University of Akron

 The performance of deteriorated reinforced concrete columns subjected to eccentric loads had been investigated in this research considering the effects of the concrete cover spalling… (more)

Subjects/Keywords: Civil Engineering; Column, Reinforced Concrete, Corrosion, Cover Spalling, ABAQUS, Deterioration

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

APA (6th Edition):

Khalid, N. N. (2018). STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405

Chicago Manual of Style (16th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Doctoral Dissertation, University of Akron. Accessed December 10, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

MLA Handbook (7th Edition):

Khalid, Nibras Nizar. “STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING.” 2018. Web. 10 Dec 2019.

Vancouver:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2019 Dec 10]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405.

Council of Science Editors:

Khalid NN. STRENGTH REDUCTION OF REINFORCED CONCRETE COLUMNS SUBJECTED TO CORROSION RELATED COVER SPALLING. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron152536559529405


University of Manchester

22. Abdulrahman, Bassam Qasim. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).

Degree: 2018, University of Manchester

 Using Fibre Reinforcing Polymer (FRP) composites for strengthening and rehabilitation of reinforced concrete structures has been a viable technique for more than two decades. Strengthening… (more)

Subjects/Keywords: Punching shear; corner column; CFRP strengthening; Concrete slabs

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

APA (6th Edition):

Abdulrahman, B. Q. (2018). Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517

Chicago Manual of Style (16th Edition):

Abdulrahman, Bassam Qasim. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Doctoral Dissertation, University of Manchester. Accessed December 10, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517.

MLA Handbook (7th Edition):

Abdulrahman, Bassam Qasim. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Web. 10 Dec 2019.

Vancouver:

Abdulrahman BQ. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2019 Dec 10]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517.

Council of Science Editors:

Abdulrahman BQ. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Doctoral Dissertation]. University of Manchester; 2018. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:313517


University of Missouri – Columbia

23. Fadhil, Aqeel Talib. Simplified analysis to predict the behavior of RC beams under collapse.

Degree: 2012, University of Missouri – Columbia

 The behavior of beams under progressive collapse plays an important role in resisting the collapse. This research addresses the complicated behavior of beams under collapse.… (more)

Subjects/Keywords: load-carrying capacity; column removal; progressive collapse; reinforced concrete

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

APA (6th Edition):

Fadhil, A. T. (2012). Simplified analysis to predict the behavior of RC beams under collapse. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/33137

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):

Fadhil, Aqeel Talib. “Simplified analysis to predict the behavior of RC beams under collapse.” 2012. Thesis, University of Missouri – Columbia. Accessed December 10, 2019. http://hdl.handle.net/10355/33137.

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

MLA Handbook (7th Edition):

Fadhil, Aqeel Talib. “Simplified analysis to predict the behavior of RC beams under collapse.” 2012. Web. 10 Dec 2019.

Vancouver:

Fadhil AT. Simplified analysis to predict the behavior of RC beams under collapse. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10355/33137.

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

Council of Science Editors:

Fadhil AT. Simplified analysis to predict the behavior of RC beams under collapse. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/33137

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


University of Toronto

24. Tavassoli, Arsalan. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.

Degree: 2015, University of Toronto

In order to address the issue of corrosion of steel in concrete structures, Glass Fiber Reinforced Polymer (GFRP) is slowly gaining acceptability as a replacement… (more)

Subjects/Keywords: Circular concrete column; Corrosion; Ductility; Flexural strength; GFRP confinement; 0543

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

APA (6th Edition):

Tavassoli, A. (2015). Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/73826

Chicago Manual of Style (16th Edition):

Tavassoli, Arsalan. “Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.” 2015. Masters Thesis, University of Toronto. Accessed December 10, 2019. http://hdl.handle.net/1807/73826.

MLA Handbook (7th Edition):

Tavassoli, Arsalan. “Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load.” 2015. Web. 10 Dec 2019.

Vancouver:

Tavassoli A. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/1807/73826.

Council of Science Editors:

Tavassoli A. Behaviour of Circular Concrete Columns Internally Reinforced with Steel and GFRP under Simulated Earthquake Load. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/73826


University of Manchester

25. Abdulrahman, Bassam. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).

Degree: PhD, 2018, University of Manchester

 Using Fibre Reinforcing Polymer (FRP) composites for strengthening and rehabilitation of reinforced concrete structures has been a viable technique for more than two decades. Strengthening… (more)

Subjects/Keywords: Concrete slabs; CFRP strengthening; Punching shear; corner column

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

APA (6th Edition):

Abdulrahman, B. (2018). Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/strengthening-flat-slabs-at-corner-columns-against-punching-shear-using-fibre-reinforcing-polymer-frp(a6e8407a-6fb7-41d8-8948-6b4feb43da03).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771394

Chicago Manual of Style (16th Edition):

Abdulrahman, Bassam. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Doctoral Dissertation, University of Manchester. Accessed December 10, 2019. https://www.research.manchester.ac.uk/portal/en/theses/strengthening-flat-slabs-at-corner-columns-against-punching-shear-using-fibre-reinforcing-polymer-frp(a6e8407a-6fb7-41d8-8948-6b4feb43da03).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771394.

MLA Handbook (7th Edition):

Abdulrahman, Bassam. “Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP).” 2018. Web. 10 Dec 2019.

Vancouver:

Abdulrahman B. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Internet] [Doctoral dissertation]. University of Manchester; 2018. [cited 2019 Dec 10]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/strengthening-flat-slabs-at-corner-columns-against-punching-shear-using-fibre-reinforcing-polymer-frp(a6e8407a-6fb7-41d8-8948-6b4feb43da03).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771394.

Council of Science Editors:

Abdulrahman B. Strengthening flat slabs at corner columns against punching shear using fibre reinforcing polymer (FRP). [Doctoral Dissertation]. University of Manchester; 2018. Available from: https://www.research.manchester.ac.uk/portal/en/theses/strengthening-flat-slabs-at-corner-columns-against-punching-shear-using-fibre-reinforcing-polymer-frp(a6e8407a-6fb7-41d8-8948-6b4feb43da03).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.771394


Syracuse University

26. Sotoud, Sara. Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns.

Degree: PhD, Civil and Environmental Engineering, 2016, Syracuse University

  Corrosion of reinforcing steel bars is the primary durability problem that causes degradation of reinforced concrete structures located in aggressive environments. Severe corrosion of… (more)

Subjects/Keywords: Column; Concrete; Corrosion; Deterioration; Finite Element Analysis; Lateral Strength; Engineering

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

APA (6th Edition):

Sotoud, S. (2016). Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns. (Doctoral Dissertation). Syracuse University. Retrieved from https://surface.syr.edu/etd/655

Chicago Manual of Style (16th Edition):

Sotoud, Sara. “Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns.” 2016. Doctoral Dissertation, Syracuse University. Accessed December 10, 2019. https://surface.syr.edu/etd/655.

MLA Handbook (7th Edition):

Sotoud, Sara. “Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns.” 2016. Web. 10 Dec 2019.

Vancouver:

Sotoud S. Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns. [Internet] [Doctoral dissertation]. Syracuse University; 2016. [cited 2019 Dec 10]. Available from: https://surface.syr.edu/etd/655.

Council of Science Editors:

Sotoud S. Effect of Severe Corrosion on Lateral Strength of Square RC Bridge Columns. [Doctoral Dissertation]. Syracuse University; 2016. Available from: https://surface.syr.edu/etd/655

27. Kataoka , Luciana Tiemi. Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto.

Degree: PhD, Engenharia de Estruturas, 2010, University of São Paulo

Esta pesquisa consiste no estudo da deformabilidade de estruturas de concreto, decorrente da retração e fluência. Este estudo envolve aspectos de caracterização do concreto por… (more)

Subjects/Keywords: Column; Concrete; Concreto; Creep; Fluência; Healthy monitoring; Mechanical proprieties; Monitoração; Pilar; Propriedades mecânicas; Retração; Shrinkage

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

APA (6th Edition):

Kataoka , L. T. (2010). Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-21102010-100319/ ;

Chicago Manual of Style (16th Edition):

Kataoka , Luciana Tiemi. “Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto.” 2010. Doctoral Dissertation, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-21102010-100319/ ;.

MLA Handbook (7th Edition):

Kataoka , Luciana Tiemi. “Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto.” 2010. Web. 10 Dec 2019.

Vancouver:

Kataoka LT. Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto. [Internet] [Doctoral dissertation]. University of São Paulo; 2010. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-21102010-100319/ ;.

Council of Science Editors:

Kataoka LT. Análise da deformabilidade por fluência e retração e sua utilização na monitoração de pilares de concreto. [Doctoral Dissertation]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-21102010-100319/ ;

28. Lucas Rodrigo Miranda. Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte.

Degree: 2008, Universidade Federal de São Carlos

Mesmo nas edificações pequenas os pilares podem flambar. É sabido a dificuldade de projetar e detalhe este tipo de elemento. Portanto, este trabalho pretende fazer… (more)

Subjects/Keywords: Instabilidade; Dimensionamento; Detalhamento construtivo; CONSTRUCAO CIVIL; Column; Reinforced concrete; Instability; Design; Reinforcement; Colunas; Concreto armado

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

APA (6th Edition):

Miranda, L. R. (2008). Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2151

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):

Miranda, Lucas Rodrigo. “Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte.” 2008. Thesis, Universidade Federal de São Carlos. Accessed December 10, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2151.

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

MLA Handbook (7th Edition):

Miranda, Lucas Rodrigo. “Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte.” 2008. Web. 10 Dec 2019.

Vancouver:

Miranda LR. Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte. [Internet] [Thesis]. Universidade Federal de São Carlos; 2008. [cited 2019 Dec 10]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2151.

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

Council of Science Editors:

Miranda LR. Cálculo e detalhamento prático de pilares para edificações de pequeno e médio porte. [Thesis]. Universidade Federal de São Carlos; 2008. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=2151

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


University of Canterbury

29. Au, Eu Ving. The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams.

Degree: Civil and Natural Resources Engineering, 2010, University of Canterbury

 Ductile plastic hinge zones in beams of reinforced concrete frames are known to incur extensive damage and elongate. This ‘beam elongation’ can inflict serious damage… (more)

Subjects/Keywords: Slotted beams; Non-tearing floor; Reinforced concrete; Beam-column connection; Low cycle fatigue; Bond

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

APA (6th Edition):

Au, E. V. (2010). The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4949

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):

Au, Eu Ving. “The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams.” 2010. Thesis, University of Canterbury. Accessed December 10, 2019. http://hdl.handle.net/10092/4949.

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

MLA Handbook (7th Edition):

Au, Eu Ving. “The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams.” 2010. Web. 10 Dec 2019.

Vancouver:

Au EV. The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10092/4949.

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

Council of Science Editors:

Au EV. The Mechanics and Design of a Non-tearing Floor Connection using Slotted Reinforced Concrete Beams. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/4949

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


University of Canterbury

30. Byrne, Joseph D. R. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.

Degree: Civil & Natural Resources Engineering, 2012, University of Canterbury

 The recent earthquakes in Christchurch have made it clear that issues exist with current RC frame design in New Zealand. In particular, beam elongation in… (more)

Subjects/Keywords: Slotted beam; reinforced concrete; beam-column joint; bond; shear mechanics; non-tearing floor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Byrne, J. D. R. (2012). Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8716

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):

Byrne, Joseph D R. “Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.” 2012. Thesis, University of Canterbury. Accessed December 10, 2019. http://hdl.handle.net/10092/8716.

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

MLA Handbook (7th Edition):

Byrne, Joseph D R. “Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.” 2012. Web. 10 Dec 2019.

Vancouver:

Byrne JDR. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/10092/8716.

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

Council of Science Editors:

Byrne JDR. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/8716

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

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