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Dates: 1981 – 1985

You searched for subject:(Concrete Reinforced). Showing records 1 – 15 of 15 total matches.

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University of British Columbia

1. Bhola, Rajendra Kumar. Reliability of slender reinforced concrete columns .

Degree: 1985, University of British Columbia

 The effects of the variability in strength and loading on the reliability of slender, reinforced concrete columns are investigated using the Monte Carlo simulation technique.… (more)

Subjects/Keywords: Columns, Concrete; Reinforced concrete

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APA (6th Edition):

Bhola, R. K. (1985). Reliability of slender reinforced concrete columns . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/25079

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):

Bhola, Rajendra Kumar. “Reliability of slender reinforced concrete columns .” 1985. Thesis, University of British Columbia. Accessed June 01, 2020. http://hdl.handle.net/2429/25079.

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

MLA Handbook (7th Edition):

Bhola, Rajendra Kumar. “Reliability of slender reinforced concrete columns .” 1985. Web. 01 Jun 2020.

Vancouver:

Bhola RK. Reliability of slender reinforced concrete columns . [Internet] [Thesis]. University of British Columbia; 1985. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/2429/25079.

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

Council of Science Editors:

Bhola RK. Reliability of slender reinforced concrete columns . [Thesis]. University of British Columbia; 1985. Available from: http://hdl.handle.net/2429/25079

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


Montana State University

2. Ofili, Charles Afamefuna Chukwuemeka. Tentative shear design method for steel fiber reinforced concrete flat plates.

Degree: MS, College of Engineering, 1984, Montana State University

Subjects/Keywords: Reinforced concrete, Fiber.; Reinforced concrete construction.; Concrete slabs.; Design.; Shear (Mechanics).; Columns, Concrete.

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APA (6th Edition):

Ofili, C. A. C. (1984). Tentative shear design method for steel fiber reinforced concrete flat plates. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5839

Chicago Manual of Style (16th Edition):

Ofili, Charles Afamefuna Chukwuemeka. “Tentative shear design method for steel fiber reinforced concrete flat plates.” 1984. Masters Thesis, Montana State University. Accessed June 01, 2020. https://scholarworks.montana.edu/xmlui/handle/1/5839.

MLA Handbook (7th Edition):

Ofili, Charles Afamefuna Chukwuemeka. “Tentative shear design method for steel fiber reinforced concrete flat plates.” 1984. Web. 01 Jun 2020.

Vancouver:

Ofili CAC. Tentative shear design method for steel fiber reinforced concrete flat plates. [Internet] [Masters thesis]. Montana State University; 1984. [cited 2020 Jun 01]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5839.

Council of Science Editors:

Ofili CAC. Tentative shear design method for steel fiber reinforced concrete flat plates. [Masters Thesis]. Montana State University; 1984. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5839


McGill University

3. Hanna, Youssef G. (Youssef Ghaly). Finite element modelling of reinforced concrete structures.

Degree: PhD, Department of Civil Engineering and Applied Mechanics., 1983, McGill University

This thesis deals with nonlinear analysis of reinforced concrete structures under monotonically increasing loads. Post-cracking behaviour of planar reinforced concrete structures is studied to investigate… (more)

Subjects/Keywords: Reinforced concrete  – Cracking.; Shear (Mechanics)

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APA (6th Edition):

Hanna, Y. G. (. G. (1983). Finite element modelling of reinforced concrete structures. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile71839.pdf

Chicago Manual of Style (16th Edition):

Hanna, Youssef G (Youssef Ghaly). “Finite element modelling of reinforced concrete structures.” 1983. Doctoral Dissertation, McGill University. Accessed June 01, 2020. http://digitool.library.mcgill.ca/thesisfile71839.pdf.

MLA Handbook (7th Edition):

Hanna, Youssef G (Youssef Ghaly). “Finite element modelling of reinforced concrete structures.” 1983. Web. 01 Jun 2020.

Vancouver:

Hanna YG(G. Finite element modelling of reinforced concrete structures. [Internet] [Doctoral dissertation]. McGill University; 1983. [cited 2020 Jun 01]. Available from: http://digitool.library.mcgill.ca/thesisfile71839.pdf.

Council of Science Editors:

Hanna YG(G. Finite element modelling of reinforced concrete structures. [Doctoral Dissertation]. McGill University; 1983. Available from: http://digitool.library.mcgill.ca/thesisfile71839.pdf


Montana State University

4. Suprenant, Bruce Alan. Curvature ductility of reinforced and prestressed concrete columns.

Degree: College of Engineering, 1984, Montana State University

 Engineers are concerned with the survival of reinforced and prestressed concrete columns during earthquakes. The prediction of column survival can be deduced from moment-curvature curves… (more)

Subjects/Keywords: Columns, Concrete.; Prestressed concrete.; Reinforced concrete.; Buildings Earthquake effects.; Earthquake engineering.; Concrete construction.

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APA (6th Edition):

Suprenant, B. A. (1984). Curvature ductility of reinforced and prestressed concrete columns. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/4587

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):

Suprenant, Bruce Alan. “Curvature ductility of reinforced and prestressed concrete columns.” 1984. Thesis, Montana State University. Accessed June 01, 2020. https://scholarworks.montana.edu/xmlui/handle/1/4587.

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

MLA Handbook (7th Edition):

Suprenant, Bruce Alan. “Curvature ductility of reinforced and prestressed concrete columns.” 1984. Web. 01 Jun 2020.

Vancouver:

Suprenant BA. Curvature ductility of reinforced and prestressed concrete columns. [Internet] [Thesis]. Montana State University; 1984. [cited 2020 Jun 01]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/4587.

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

Council of Science Editors:

Suprenant BA. Curvature ductility of reinforced and prestressed concrete columns. [Thesis]. Montana State University; 1984. Available from: https://scholarworks.montana.edu/xmlui/handle/1/4587

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


New Jersey Institute of Technology

5. Shah, Amar. Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1984, New Jersey Institute of Technology

  Combined biaxial and axial compression for L-shaped reinforced concrete short columns is a common design Problem. Current code, provisions and the available design aids… (more)

Subjects/Keywords: Columns; Concrete – Testing.; Reinforced concrete.; Civil Engineering

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APA (6th Edition):

Shah, A. (1984). Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1424

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):

Shah, Amar. “Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression.” 1984. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1424.

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

MLA Handbook (7th Edition):

Shah, Amar. “Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression.” 1984. Web. 01 Jun 2020.

Vancouver:

Shah A. Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression. [Internet] [Thesis]. New Jersey Institute of Technology; 1984. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1424.

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

Council of Science Editors:

Shah A. Behavior of L-shaped reinforced concrete columns under combined biaxial bending and compression. [Thesis]. New Jersey Institute of Technology; 1984. Available from: https://digitalcommons.njit.edu/theses/1424

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


New Jersey Institute of Technology

6. Nader, Antoun Romanos. Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1984, New Jersey Institute of Technology

  The investigation deals with the effect of eccentric loading on the moment-curvature relationship of reinforced concrete tee columns. The test program consisted of two… (more)

Subjects/Keywords: Columns; Concrete.; Reinforced concrete.; Strains and stresses.; Civil Engineering

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APA (6th Edition):

Nader, A. R. (1984). Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1425

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):

Nader, Antoun Romanos. “Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression.” 1984. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1425.

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

MLA Handbook (7th Edition):

Nader, Antoun Romanos. “Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression.” 1984. Web. 01 Jun 2020.

Vancouver:

Nader AR. Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression. [Internet] [Thesis]. New Jersey Institute of Technology; 1984. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1425.

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

Council of Science Editors:

Nader AR. Behavior of tee-shaped reinforced concrete columns subjected to biaxial bending and axial compression. [Thesis]. New Jersey Institute of Technology; 1984. Available from: https://digitalcommons.njit.edu/theses/1425

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


New Jersey Institute of Technology

7. Chidambarrao, Dureseti. Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1983, New Jersey Institute of Technology

  The inelastic behavior of irregular shaped reinforced concrete columns has been a constant concern for a structural engineer, to design a safe and economic… (more)

Subjects/Keywords: Columns; Concrete – Testing; Reinforced concrete – Testing; Civil Engineering

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APA (6th Edition):

Chidambarrao, D. (1983). Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1479

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):

Chidambarrao, Dureseti. “Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression.” 1983. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1479.

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

MLA Handbook (7th Edition):

Chidambarrao, Dureseti. “Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression.” 1983. Web. 01 Jun 2020.

Vancouver:

Chidambarrao D. Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression. [Internet] [Thesis]. New Jersey Institute of Technology; 1983. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1479.

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

Council of Science Editors:

Chidambarrao D. Behavior of channel-shaped reinforced concrete columns under combined biaxial bending and compression. [Thesis]. New Jersey Institute of Technology; 1983. Available from: https://digitalcommons.njit.edu/theses/1479

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


Texas Tech University

8. Shih, Chaur-song. A study of the differential deflections occurring in full-scale residential slab-on-ground foundations.

Degree: Civil Engineering, 1985, Texas Tech University

Subjects/Keywords: Strains and stresses; Foundations; Reinforced concrete construction; Concrete slabs

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APA (6th Edition):

Shih, C. (1985). A study of the differential deflections occurring in full-scale residential slab-on-ground foundations. (Thesis). Texas Tech University. Retrieved from http://hdl.handle.net/2346/12048

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):

Shih, Chaur-song. “A study of the differential deflections occurring in full-scale residential slab-on-ground foundations.” 1985. Thesis, Texas Tech University. Accessed June 01, 2020. http://hdl.handle.net/2346/12048.

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

MLA Handbook (7th Edition):

Shih, Chaur-song. “A study of the differential deflections occurring in full-scale residential slab-on-ground foundations.” 1985. Web. 01 Jun 2020.

Vancouver:

Shih C. A study of the differential deflections occurring in full-scale residential slab-on-ground foundations. [Internet] [Thesis]. Texas Tech University; 1985. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/2346/12048.

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

Council of Science Editors:

Shih C. A study of the differential deflections occurring in full-scale residential slab-on-ground foundations. [Thesis]. Texas Tech University; 1985. Available from: http://hdl.handle.net/2346/12048

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


Kansas State University

9. Mumtaz, Rizwan. Seismic considerations in the design of reinforced concrete multi-story structures.

Degree: 1984, Kansas State University

Subjects/Keywords: Buildings – Earthquake effects; Reinforced concrete construction

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APA (6th Edition):

Mumtaz, R. (1984). Seismic considerations in the design of reinforced concrete multi-story structures. (Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/9770

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):

Mumtaz, Rizwan. “Seismic considerations in the design of reinforced concrete multi-story structures.” 1984. Thesis, Kansas State University. Accessed June 01, 2020. http://hdl.handle.net/2097/9770.

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

MLA Handbook (7th Edition):

Mumtaz, Rizwan. “Seismic considerations in the design of reinforced concrete multi-story structures.” 1984. Web. 01 Jun 2020.

Vancouver:

Mumtaz R. Seismic considerations in the design of reinforced concrete multi-story structures. [Internet] [Thesis]. Kansas State University; 1984. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/2097/9770.

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

Council of Science Editors:

Mumtaz R. Seismic considerations in the design of reinforced concrete multi-story structures. [Thesis]. Kansas State University; 1984. Available from: http://hdl.handle.net/2097/9770

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


California State University – Northridge

10. Ehrgott, Richard C. Dynamic analysis of the CSUN administration building.

Degree: MS, Department of Engineering, 1981, California State University – Northridge

 Earthquakes produce an intense random type loading on structures and a complete analysis must be more sophisticated than traditional static design techniques. Awareness of how… (more)

Subjects/Keywords: Buildings, Reinforced concrete  – Earthquake effects; Dissertations, Academic  – CSUN  – Engineering

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APA (6th Edition):

Ehrgott, R. C. (1981). Dynamic analysis of the CSUN administration building. (Masters Thesis). California State University – Northridge. Retrieved from http://hdl.handle.net/10211.3/125637

Chicago Manual of Style (16th Edition):

Ehrgott, Richard C. “Dynamic analysis of the CSUN administration building.” 1981. Masters Thesis, California State University – Northridge. Accessed June 01, 2020. http://hdl.handle.net/10211.3/125637.

MLA Handbook (7th Edition):

Ehrgott, Richard C. “Dynamic analysis of the CSUN administration building.” 1981. Web. 01 Jun 2020.

Vancouver:

Ehrgott RC. Dynamic analysis of the CSUN administration building. [Internet] [Masters thesis]. California State University – Northridge; 1981. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/10211.3/125637.

Council of Science Editors:

Ehrgott RC. Dynamic analysis of the CSUN administration building. [Masters Thesis]. California State University – Northridge; 1981. Available from: http://hdl.handle.net/10211.3/125637


New Jersey Institute of Technology

11. Yalamarthy, Subash. Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1984, New Jersey Institute of Technology

  Next to rectangular, circular and L shapes, Channel section may be the most frequently encountered reinforced concrete columns since they can be used as… (more)

Subjects/Keywords: Columns; Concrete – Testing.; Reinforced concrete construction – Testing.; Strains and stresses.; Civil Engineering

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

APA (6th Edition):

Yalamarthy, S. (1984). Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1423

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):

Yalamarthy, Subash. “Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression.” 1984. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1423.

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

MLA Handbook (7th Edition):

Yalamarthy, Subash. “Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression.” 1984. Web. 01 Jun 2020.

Vancouver:

Yalamarthy S. Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression. [Internet] [Thesis]. New Jersey Institute of Technology; 1984. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1423.

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

Council of Science Editors:

Yalamarthy S. Behavior of thin-walled channel shaped reinforced concrete columns under combined biaxial bending and compression. [Thesis]. New Jersey Institute of Technology; 1984. Available from: https://digitalcommons.njit.edu/theses/1423

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


New Jersey Institute of Technology

12. Liu, Mon-Chen. Failure surface for L-shaped reinforced concrete short columns.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1983, New Jersey Institute of Technology

  Combined bending and axial compression for L-shaped reinforced concrete short columns is a common problem. But the present ACI Building Code (ACI 318-77), handbooks… (more)

Subjects/Keywords: Columns; Concrete.; Reinforced concrete construction – Testing.; Strains and stresses.; Civil Engineering

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

APA (6th Edition):

Liu, M. (1983). Failure surface for L-shaped reinforced concrete short columns. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1480

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):

Liu, Mon-Chen. “Failure surface for L-shaped reinforced concrete short columns.” 1983. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1480.

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

MLA Handbook (7th Edition):

Liu, Mon-Chen. “Failure surface for L-shaped reinforced concrete short columns.” 1983. Web. 01 Jun 2020.

Vancouver:

Liu M. Failure surface for L-shaped reinforced concrete short columns. [Internet] [Thesis]. New Jersey Institute of Technology; 1983. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1480.

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

Council of Science Editors:

Liu M. Failure surface for L-shaped reinforced concrete short columns. [Thesis]. New Jersey Institute of Technology; 1983. Available from: https://digitalcommons.njit.edu/theses/1480

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


New Jersey Institute of Technology

13. Majlesi, Alaedin. Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1983, New Jersey Institute of Technology

  A total of five tests on biaxially loaded column specimens were conducted to investigate the complete behavior of load-deformation characteristics from zero load until… (more)

Subjects/Keywords: Columns; Concrete.; Reinforced concrete construction – Testing.; Strains and stresses.; Civil Engineering

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APA (6th Edition):

Majlesi, A. (1983). Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1481

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):

Majlesi, Alaedin. “Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression.” 1983. Thesis, New Jersey Institute of Technology. Accessed June 01, 2020. https://digitalcommons.njit.edu/theses/1481.

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

MLA Handbook (7th Edition):

Majlesi, Alaedin. “Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression.” 1983. Web. 01 Jun 2020.

Vancouver:

Majlesi A. Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression. [Internet] [Thesis]. New Jersey Institute of Technology; 1983. [cited 2020 Jun 01]. Available from: https://digitalcommons.njit.edu/theses/1481.

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

Council of Science Editors:

Majlesi A. Analysis and tests [of] L-shaped reinforced concrete column under combined biaxial bending and axial compression. [Thesis]. New Jersey Institute of Technology; 1983. Available from: https://digitalcommons.njit.edu/theses/1481

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


Virginia Tech

14. Mirtaheri, Masoud. Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings.

Degree: PhD, Engineering Mechanics, 1982, Virginia Tech

Subjects/Keywords: LD5655.V856 1982.M577; Buildings, Reinforced concrete  – Testing; Structural design; Strains and stresses

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APA (6th Edition):

Mirtaheri, M. (1982). Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/80266

Chicago Manual of Style (16th Edition):

Mirtaheri, Masoud. “Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings.” 1982. Doctoral Dissertation, Virginia Tech. Accessed June 01, 2020. http://hdl.handle.net/10919/80266.

MLA Handbook (7th Edition):

Mirtaheri, Masoud. “Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings.” 1982. Web. 01 Jun 2020.

Vancouver:

Mirtaheri M. Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings. [Internet] [Doctoral dissertation]. Virginia Tech; 1982. [cited 2020 Jun 01]. Available from: http://hdl.handle.net/10919/80266.

Council of Science Editors:

Mirtaheri M. Assessment of lateral and torsional stiffness characteristics of medium rise concrete buildings. [Doctoral Dissertation]. Virginia Tech; 1982. Available from: http://hdl.handle.net/10919/80266


University of Florida

15. Gopal, Raja K., 1958-. Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil.

Degree: 1985, University of Florida

Subjects/Keywords: Cements; Corrosion; Engineering; Experimental data; Frozen soils; Modeling; Reinforced concrete; Sea water; Steels; Structural deflection; Engineering Mechanics thesis Ph. D; Fiber-reinforced concrete; Plasticity; Strains and stresses; Stress corrosion; Viscoplasticity

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APA (6th Edition):

Gopal, Raja K., 1. (1985). Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/AA00047361

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):

Gopal, Raja K., 1958-. “Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil.” 1985. Thesis, University of Florida. Accessed June 01, 2020. https://ufdc.ufl.edu/AA00047361.

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

MLA Handbook (7th Edition):

Gopal, Raja K., 1958-. “Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil.” 1985. Web. 01 Jun 2020.

Vancouver:

Gopal, Raja K. 1. Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil. [Internet] [Thesis]. University of Florida; 1985. [cited 2020 Jun 01]. Available from: https://ufdc.ufl.edu/AA00047361.

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

Council of Science Editors:

Gopal, Raja K. 1. Endochronic constitutive modeling of marine fiber reinforced concrete and frozen soil. [Thesis]. University of Florida; 1985. Available from: https://ufdc.ufl.edu/AA00047361

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

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