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You searched for +publisher:"New Jersey Institute of Technology" +contributor:("M. Ala Saadeghvaziri"). Showing records 1 – 23 of 23 total matches.

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New Jersey Institute of Technology

1. Allahverdi, Navid H. Coupled simulation of loading and response of columns under extreme events.

Degree: PhD, Civil and Environmental Engineering, 2010, New Jersey Institute of Technology

  Forces imparted to structural columns during blast-induced loading depends on the shape and size of columns as well as on the intensity of the… (more)

Subjects/Keywords: Column response; Extreme events; Coupled simulation; Civil Engineering

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APA (6th Edition):

Allahverdi, N. H. (2010). Coupled simulation of loading and response of columns under extreme events. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/209

Chicago Manual of Style (16th Edition):

Allahverdi, Navid H. “Coupled simulation of loading and response of columns under extreme events.” 2010. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/209.

MLA Handbook (7th Edition):

Allahverdi, Navid H. “Coupled simulation of loading and response of columns under extreme events.” 2010. Web. 08 Apr 2020.

Vancouver:

Allahverdi NH. Coupled simulation of loading and response of columns under extreme events. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2010. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/209.

Council of Science Editors:

Allahverdi NH. Coupled simulation of loading and response of columns under extreme events. [Doctoral Dissertation]. New Jersey Institute of Technology; 2010. Available from: https://digitalcommons.njit.edu/dissertations/209


New Jersey Institute of Technology

2. Feizi, Bakhtiar. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.

Degree: PhD, Civil and Environmental Engineering, 2010, New Jersey Institute of Technology

  This dissertation is driven by the concept that engaging more modes in the response of structures can be used to mitigate its translational dynamic… (more)

Subjects/Keywords: Vibration control; Eccentricity; Earthquake engineering; Civil Engineering

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APA (6th Edition):

Feizi, B. (2010). Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/236

Chicago Manual of Style (16th Edition):

Feizi, Bakhtiar. “Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.” 2010. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/236.

MLA Handbook (7th Edition):

Feizi, Bakhtiar. “Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion.” 2010. Web. 08 Apr 2020.

Vancouver:

Feizi B. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2010. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/236.

Council of Science Editors:

Feizi B. Application of mass/stiffness eccentricity to control response of structures subjected to earthquake ground motion. [Doctoral Dissertation]. New Jersey Institute of Technology; 2010. Available from: https://digitalcommons.njit.edu/dissertations/236


New Jersey Institute of Technology

3. Jamali, Amin. Seismic characterization of recycled aggregate concrete.

Degree: PhD, Civil and Environmental Engineering, 2010, New Jersey Institute of Technology

  There are significant environmental benefits of recycling waste concrete and reusing it as aggregate for structural concrete, but the use of Recycled Aggregate Concrete… (more)

Subjects/Keywords: Recycled aggregate concrete; Confined concrete; Stress-strain; Ductility; Sustainability; Compressive strength; Civil Engineering

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APA (6th Edition):

Jamali, A. (2010). Seismic characterization of recycled aggregate concrete. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/238

Chicago Manual of Style (16th Edition):

Jamali, Amin. “Seismic characterization of recycled aggregate concrete.” 2010. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/238.

MLA Handbook (7th Edition):

Jamali, Amin. “Seismic characterization of recycled aggregate concrete.” 2010. Web. 08 Apr 2020.

Vancouver:

Jamali A. Seismic characterization of recycled aggregate concrete. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2010. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/238.

Council of Science Editors:

Jamali A. Seismic characterization of recycled aggregate concrete. [Doctoral Dissertation]. New Jersey Institute of Technology; 2010. Available from: https://digitalcommons.njit.edu/dissertations/238


New Jersey Institute of Technology

4. Darjani, Shabnam. Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement.

Degree: PhD, Civil and Environmental Engineering, 2012, New Jersey Institute of Technology

  Through the development and usage of high-strength materials, the design of more flexible bridges is unavoidable. It is assumed that limiting a bridge static… (more)

Subjects/Keywords: Highway bridge; Dynamic response; Moving load; Acceleration and velocity; Fatigue; Human comfort; Civil Engineering

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APA (6th Edition):

Darjani, S. (2012). Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/352

Chicago Manual of Style (16th Edition):

Darjani, Shabnam. “Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement.” 2012. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/352.

MLA Handbook (7th Edition):

Darjani, Shabnam. “Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement.” 2012. Web. 08 Apr 2020.

Vancouver:

Darjani S. Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2012. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/352.

Council of Science Editors:

Darjani S. Dynamic response of highway bridges under a moving truck and development of a rational serviceability requirement. [Doctoral Dissertation]. New Jersey Institute of Technology; 2012. Available from: https://digitalcommons.njit.edu/dissertations/352


New Jersey Institute of Technology

5. Carlson, Nicholas J. An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study.

Degree: PhD, Civil and Environmental Engineering, 2013, New Jersey Institute of Technology

  As the importance of protective engineering and multi-hazard mitigation design has grown in recent years, the development of an effective structural protection system that… (more)

Subjects/Keywords: Blast mitigation; Finite element method; Smoothed particle hydrodynamics; Structural dynamics; Protective engineering; Extreme events; Civil Engineering

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APA (6th Edition):

Carlson, N. J. (2013). An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/363

Chicago Manual of Style (16th Edition):

Carlson, Nicholas J. “An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study.” 2013. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/363.

MLA Handbook (7th Edition):

Carlson, Nicholas J. “An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study.” 2013. Web. 08 Apr 2020.

Vancouver:

Carlson NJ. An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2013. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/363.

Council of Science Editors:

Carlson NJ. An innovative protective jacket for structures subject to blast loads: A comprehensive experimental and simulation study. [Doctoral Dissertation]. New Jersey Institute of Technology; 2013. Available from: https://digitalcommons.njit.edu/dissertations/363


New Jersey Institute of Technology

6. Ghazi Sharyatpanahi, Seyed Behrad. Structural health monitoring of bridges using wireless sensor networks.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 2015, New Jersey Institute of Technology

  Structural Health Monitoring, damage detection and localization of bridges using Wireless Sensor Networks (WSN) are studied in this thesis. The continuous monitoring of bridges… (more)

Subjects/Keywords: Structural health monitoring; Bridge damage detection; Wireless sensor networks; Civil Engineering

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APA (6th Edition):

Ghazi Sharyatpanahi, S. B. (2015). Structural health monitoring of bridges using wireless sensor networks. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/231

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):

Ghazi Sharyatpanahi, Seyed Behrad. “Structural health monitoring of bridges using wireless sensor networks.” 2015. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/231.

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

MLA Handbook (7th Edition):

Ghazi Sharyatpanahi, Seyed Behrad. “Structural health monitoring of bridges using wireless sensor networks.” 2015. Web. 08 Apr 2020.

Vancouver:

Ghazi Sharyatpanahi SB. Structural health monitoring of bridges using wireless sensor networks. [Internet] [Thesis]. New Jersey Institute of Technology; 2015. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/231.

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

Council of Science Editors:

Ghazi Sharyatpanahi SB. Structural health monitoring of bridges using wireless sensor networks. [Thesis]. New Jersey Institute of Technology; 2015. Available from: https://digitalcommons.njit.edu/theses/231

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. Rashidi, Saeid. Performance-based seismic engineering of low and medium-rise steel frames.

Degree: PhD, Civil and Environmental Engineering, 1999, New Jersey Institute of Technology

  The performance level of low and medium-rise steel frames designed according to the common force/strength approach of the UBC or NEHRP is determined. Several… (more)

Subjects/Keywords: Earthquake engineering.; Structural dynamics.; Steel; Structural.; Civil Engineering

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APA (6th Edition):

Rashidi, S. (1999). Performance-based seismic engineering of low and medium-rise steel frames. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/429

Chicago Manual of Style (16th Edition):

Rashidi, Saeid. “Performance-based seismic engineering of low and medium-rise steel frames.” 1999. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/429.

MLA Handbook (7th Edition):

Rashidi, Saeid. “Performance-based seismic engineering of low and medium-rise steel frames.” 1999. Web. 08 Apr 2020.

Vancouver:

Rashidi S. Performance-based seismic engineering of low and medium-rise steel frames. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1999. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/429.

Council of Science Editors:

Rashidi S. Performance-based seismic engineering of low and medium-rise steel frames. [Doctoral Dissertation]. New Jersey Institute of Technology; 1999. Available from: https://digitalcommons.njit.edu/dissertations/429


New Jersey Institute of Technology

8. MacBain, Keith M. A software system for large-scale structural optimization.

Degree: PhD, Civil and Environmental Engineering, 2001, New Jersey Institute of Technology

  This work is driven by recent developments in mathematical programming, the state-of-the-art of structural optimization, the spectacular performance of linear programming algorithms, and computer… (more)

Subjects/Keywords: Large-Scale Structural Optimozation; Mathematical Programming Techniques; Sequential Liner Programming (SLP); Civil Engineering

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APA (6th Edition):

MacBain, K. M. (2001). A software system for large-scale structural optimization. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/476

Chicago Manual of Style (16th Edition):

MacBain, Keith M. “A software system for large-scale structural optimization.” 2001. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/476.

MLA Handbook (7th Edition):

MacBain, Keith M. “A software system for large-scale structural optimization.” 2001. Web. 08 Apr 2020.

Vancouver:

MacBain KM. A software system for large-scale structural optimization. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2001. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/476.

Council of Science Editors:

MacBain KM. A software system for large-scale structural optimization. [Doctoral Dissertation]. New Jersey Institute of Technology; 2001. Available from: https://digitalcommons.njit.edu/dissertations/476


New Jersey Institute of Technology

9. Ersoy, Selahattin. Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system.

Degree: PhD, Civil and Environmental Engineering, 2001, New Jersey Institute of Technology

  This thesis is concerned with the performance of electric power transformers and their attachments under earthquake loading. It begins with the description of the… (more)

Subjects/Keywords: Seismic response; Transformer; Bushing; Frictional pendulum system; Civil Engineering

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APA (6th Edition):

Ersoy, S. (2001). Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/515

Chicago Manual of Style (16th Edition):

Ersoy, Selahattin. “Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system.” 2001. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/515.

MLA Handbook (7th Edition):

Ersoy, Selahattin. “Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system.” 2001. Web. 08 Apr 2020.

Vancouver:

Ersoy S. Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2001. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/515.

Council of Science Editors:

Ersoy S. Seismic response of transformer bushing systems and their rehabilitation using frictional pendulum system. [Doctoral Dissertation]. New Jersey Institute of Technology; 2001. Available from: https://digitalcommons.njit.edu/dissertations/515


New Jersey Institute of Technology

10. Yazdani-Motlagh, Alireza. Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges.

Degree: PhD, Civil and Environmental Engineering, 2001, New Jersey Institute of Technology

  Stiffening behavior can result from interaction between a structure (base system) and its surrounding environment as in the MSSS bridge soil-structure interaction. In this… (more)

Subjects/Keywords: Multi-span simply-supported (MSSS) bridge; Stiffening system; Nonlinear response spectrum; Damage index; Parametric study; Civil Engineering

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APA (6th Edition):

Yazdani-Motlagh, A. (2001). Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/522

Chicago Manual of Style (16th Edition):

Yazdani-Motlagh, Alireza. “Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges.” 2001. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/522.

MLA Handbook (7th Edition):

Yazdani-Motlagh, Alireza. “Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges.” 2001. Web. 08 Apr 2020.

Vancouver:

Yazdani-Motlagh A. Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2001. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/522.

Council of Science Editors:

Yazdani-Motlagh A. Inelastic seismic behavior of stiffening systems : multi-span simply-supported (MSSS) bridges. [Doctoral Dissertation]. New Jersey Institute of Technology; 2001. Available from: https://digitalcommons.njit.edu/dissertations/522


New Jersey Institute of Technology

11. Yin, Libin. Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous.

Degree: PhD, Civil and Environmental Engineering, 2004, New Jersey Institute of Technology

  Bridges composed of simple-span, precast, prestressed concrete girders made continuous via cast-in-place decks and diaphragms are continuous only for live loads and superimposed dead… (more)

Subjects/Keywords: Precast; Prestressed; Concrete; Bridges; Continuity; Civil Engineering

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APA (6th Edition):

Yin, L. (2004). Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/660

Chicago Manual of Style (16th Edition):

Yin, Libin. “Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous.” 2004. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/660.

MLA Handbook (7th Edition):

Yin, Libin. “Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous.” 2004. Web. 08 Apr 2020.

Vancouver:

Yin L. Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2004. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/660.

Council of Science Editors:

Yin L. Continuity of bridges composed of simple-span precast prestressed concrete girders made continuous. [Doctoral Dissertation]. New Jersey Institute of Technology; 2004. Available from: https://digitalcommons.njit.edu/dissertations/660


New Jersey Institute of Technology

12. Bischof, Armin. Shape finding of fabric structures using grid method.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 2003, New Jersey Institute of Technology

  Fabric structures can span large distances with a very low self-weight, which makes them very efficient for covering huge areas. They have attractive shapes… (more)

Subjects/Keywords: Fabric structures; Tesnion stress; Civil Engineering

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APA (6th Edition):

Bischof, A. (2003). Shape finding of fabric structures using grid method. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/611

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):

Bischof, Armin. “Shape finding of fabric structures using grid method.” 2003. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/611.

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

MLA Handbook (7th Edition):

Bischof, Armin. “Shape finding of fabric structures using grid method.” 2003. Web. 08 Apr 2020.

Vancouver:

Bischof A. Shape finding of fabric structures using grid method. [Internet] [Thesis]. New Jersey Institute of Technology; 2003. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/611.

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

Council of Science Editors:

Bischof A. Shape finding of fabric structures using grid method. [Thesis]. New Jersey Institute of Technology; 2003. Available from: https://digitalcommons.njit.edu/theses/611

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. Hashemi Nezhad Ashrafi, Seyed Ali. Issues of seismic response and retrofit for critical substation equipment.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 2003, New Jersey Institute of Technology

  This study focuses on means to reduce the seismic hazard for transformer-bushing systems and different issues of the response and rehabilitation of transformers. The… (more)

Subjects/Keywords: Seismic response; Substation equipment; Transformer-bushing systems; Civil Engineering

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APA (6th Edition):

Hashemi Nezhad Ashrafi, S. A. (2003). Issues of seismic response and retrofit for critical substation equipment. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/647

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):

Hashemi Nezhad Ashrafi, Seyed Ali. “Issues of seismic response and retrofit for critical substation equipment.” 2003. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/647.

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

MLA Handbook (7th Edition):

Hashemi Nezhad Ashrafi, Seyed Ali. “Issues of seismic response and retrofit for critical substation equipment.” 2003. Web. 08 Apr 2020.

Vancouver:

Hashemi Nezhad Ashrafi SA. Issues of seismic response and retrofit for critical substation equipment. [Internet] [Thesis]. New Jersey Institute of Technology; 2003. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/647.

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

Council of Science Editors:

Hashemi Nezhad Ashrafi SA. Issues of seismic response and retrofit for critical substation equipment. [Thesis]. New Jersey Institute of Technology; 2003. Available from: https://digitalcommons.njit.edu/theses/647

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


New Jersey Institute of Technology

14. Jiratatprasot, Pornchai. Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 2001, New Jersey Institute of Technology

  Many recent innovations in advanced concrete materials technology have made it possible to produce concrete with exceptional performance characteristics. High performance concrete (HPQ is… (more)

Subjects/Keywords: High performance concrete (HPC); Stress-strain behavior; Uniaxial compression; Civil Engineering

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APA (6th Edition):

Jiratatprasot, P. (2001). Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/674

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):

Jiratatprasot, Pornchai. “Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression.” 2001. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/674.

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

MLA Handbook (7th Edition):

Jiratatprasot, Pornchai. “Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression.” 2001. Web. 08 Apr 2020.

Vancouver:

Jiratatprasot P. Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression. [Internet] [Thesis]. New Jersey Institute of Technology; 2001. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/674.

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

Council of Science Editors:

Jiratatprasot P. Mechanical properties and stress-strain behavior of high performance concrete under uniaxial compression. [Thesis]. New Jersey Institute of Technology; 2001. Available from: https://digitalcommons.njit.edu/theses/674

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


New Jersey Institute of Technology

15. Shams, Mohammad Hassan. Non-linear evaluation of concrete-filled steel tubular columns.

Degree: PhD, Civil and Environmental Engineering, 1996, New Jersey Institute of Technology

  Concrete-filled steel tubular (CFT) columns have become increasingly popular in structural applications due to their high strength, high ductility, and large energy absorption capacity.… (more)

Subjects/Keywords: Structural Analysis (Engineering); Columns; Strength of Materials; Civil Engineering

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APA (6th Edition):

Shams, M. H. (1996). Non-linear evaluation of concrete-filled steel tubular columns. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1038

Chicago Manual of Style (16th Edition):

Shams, Mohammad Hassan. “Non-linear evaluation of concrete-filled steel tubular columns.” 1996. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1038.

MLA Handbook (7th Edition):

Shams, Mohammad Hassan. “Non-linear evaluation of concrete-filled steel tubular columns.” 1996. Web. 08 Apr 2020.

Vancouver:

Shams MH. Non-linear evaluation of concrete-filled steel tubular columns. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1996. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1038.

Council of Science Editors:

Shams MH. Non-linear evaluation of concrete-filled steel tubular columns. [Doctoral Dissertation]. New Jersey Institute of Technology; 1996. Available from: https://digitalcommons.njit.edu/dissertations/1038


New Jersey Institute of Technology

16. Munoz, Pedro Ricardo. Behavior of biaxially loaded concrete-encased composite columns.

Degree: PhD, Civil and Environmental Engineering, 1994, New Jersey Institute of Technology

  The theory of nonlinear behavior of biaxially loaded short and slender composite columns is used to study the load-deformation and moment-curvature of four pin-ended… (more)

Subjects/Keywords: Columns; Columns; Concrete; Composite construction; Axial loads; Strains and stresses; Reinforced concrete; Civil Engineering

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APA (6th Edition):

Munoz, P. R. (1994). Behavior of biaxially loaded concrete-encased composite columns. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1073

Chicago Manual of Style (16th Edition):

Munoz, Pedro Ricardo. “Behavior of biaxially loaded concrete-encased composite columns.” 1994. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1073.

MLA Handbook (7th Edition):

Munoz, Pedro Ricardo. “Behavior of biaxially loaded concrete-encased composite columns.” 1994. Web. 08 Apr 2020.

Vancouver:

Munoz PR. Behavior of biaxially loaded concrete-encased composite columns. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1994. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1073.

Council of Science Editors:

Munoz PR. Behavior of biaxially loaded concrete-encased composite columns. [Doctoral Dissertation]. New Jersey Institute of Technology; 1994. Available from: https://digitalcommons.njit.edu/dissertations/1073


New Jersey Institute of Technology

17. Wang, Gang. Analysis of plates and reinforced concrete columns by cubic b-spline function.

Degree: PhD, Civil and Environmental Engineering, 1994, New Jersey Institute of Technology

  Applying spline functions to numerical structural analysis has been more common in recent years. The recent increase use of spline functions is mainly due… (more)

Subjects/Keywords: Concrete columns – Testing.; Reinforced concrete – Testing.; Plates (Engineering) – Testing.; Spline theory.; Civil Engineering

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

APA (6th Edition):

Wang, G. (1994). Analysis of plates and reinforced concrete columns by cubic b-spline function. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1125

Chicago Manual of Style (16th Edition):

Wang, Gang. “Analysis of plates and reinforced concrete columns by cubic b-spline function.” 1994. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1125.

MLA Handbook (7th Edition):

Wang, Gang. “Analysis of plates and reinforced concrete columns by cubic b-spline function.” 1994. Web. 08 Apr 2020.

Vancouver:

Wang G. Analysis of plates and reinforced concrete columns by cubic b-spline function. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1994. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1125.

Council of Science Editors:

Wang G. Analysis of plates and reinforced concrete columns by cubic b-spline function. [Doctoral Dissertation]. New Jersey Institute of Technology; 1994. Available from: https://digitalcommons.njit.edu/dissertations/1125


New Jersey Institute of Technology

18. Tsao, Wen Hu. Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression.

Degree: PhD, Civil and Environmental Engineering, 1991, New Jersey Institute of Technology

  A numerical analysis was developed to evaluate the complete load-deflection and moment-curvature relationships for square and L-shaped slender reinforced concrete columns subjected to biaxial… (more)

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

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

APA (6th Edition):

Tsao, W. H. (1991). Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1141

Chicago Manual of Style (16th Edition):

Tsao, Wen Hu. “Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression.” 1991. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1141.

MLA Handbook (7th Edition):

Tsao, Wen Hu. “Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression.” 1991. Web. 08 Apr 2020.

Vancouver:

Tsao WH. Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1991. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1141.

Council of Science Editors:

Tsao WH. Behavior of square and L-shaped slender reinforced concrete columns under combined biaxial bending and axial compression. [Doctoral Dissertation]. New Jersey Institute of Technology; 1991. Available from: https://digitalcommons.njit.edu/dissertations/1141


New Jersey Institute of Technology

19. Xing, Yuxiang. Constitutive equation for concrete using strain-space plasticity model.

Degree: PhD, Civil and Environmental Engineering, 1993, New Jersey Institute of Technology

  Plasticity theory has been used to model the concrete constitutive relationship for about two decades. With the modifications and refinement based on experimental data,… (more)

Subjects/Keywords: Concrete  – Plastic properties.; Plastic analysis (Theory of structures); Civil Engineering

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APA (6th Edition):

Xing, Y. (1993). Constitutive equation for concrete using strain-space plasticity model. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1169

Chicago Manual of Style (16th Edition):

Xing, Yuxiang. “Constitutive equation for concrete using strain-space plasticity model.” 1993. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1169.

MLA Handbook (7th Edition):

Xing, Yuxiang. “Constitutive equation for concrete using strain-space plasticity model.” 1993. Web. 08 Apr 2020.

Vancouver:

Xing Y. Constitutive equation for concrete using strain-space plasticity model. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1993. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1169.

Council of Science Editors:

Xing Y. Constitutive equation for concrete using strain-space plasticity model. [Doctoral Dissertation]. New Jersey Institute of Technology; 1993. Available from: https://digitalcommons.njit.edu/dissertations/1169


New Jersey Institute of Technology

20. Mehta, Sanjay. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.

Degree: PhD, Civil and Environmental Engineering, 1993, New Jersey Institute of Technology

  Unreinforced masonry (URM) structures have been a common type of construction in the past and are still used in regions of low seismicity. Retrofitting… (more)

Subjects/Keywords: Buildings – Earthquake effects.; Masonry.; Civil Engineering

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

APA (6th Edition):

Mehta, S. (1993). Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/1180

Chicago Manual of Style (16th Edition):

Mehta, Sanjay. “Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.” 1993. Doctoral Dissertation, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/dissertations/1180.

MLA Handbook (7th Edition):

Mehta, Sanjay. “Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes.” 1993. Web. 08 Apr 2020.

Vancouver:

Mehta S. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 1993. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/dissertations/1180.

Council of Science Editors:

Mehta S. Unreinforced masonry structures : nonlinear analysis and evaluation of some rehab schemes. [Doctoral Dissertation]. New Jersey Institute of Technology; 1993. Available from: https://digitalcommons.njit.edu/dissertations/1180


New Jersey Institute of Technology

21. Rios, Jairo. Design and engineering of a tensile fabric structure.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1999, New Jersey Institute of Technology

  Fabric structures are designed in an iterative process between architect and engineer, analysis input and output, and detail and patterning. There are three main… (more)

Subjects/Keywords: Building; Iron and steel; Membranes (Technology); Structural analysis (Engineering) – Data processing; Computer-aided engineering; Civil Engineering

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APA (6th Edition):

Rios, J. (1999). Design and engineering of a tensile fabric structure. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/837

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):

Rios, Jairo. “Design and engineering of a tensile fabric structure.” 1999. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/837.

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

MLA Handbook (7th Edition):

Rios, Jairo. “Design and engineering of a tensile fabric structure.” 1999. Web. 08 Apr 2020.

Vancouver:

Rios J. Design and engineering of a tensile fabric structure. [Internet] [Thesis]. New Jersey Institute of Technology; 1999. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/837.

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

Council of Science Editors:

Rios J. Design and engineering of a tensile fabric structure. [Thesis]. New Jersey Institute of Technology; 1999. Available from: https://digitalcommons.njit.edu/theses/837

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


New Jersey Institute of Technology

22. MacBain, Keith. Characteristics of recycled plastics and applications for highway appurtenances.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1997, New Jersey Institute of Technology

  Recycling is gaining widespread support in many communities as an environmentally acceptable solution to the management of solid waste. The success of these recycling… (more)

Subjects/Keywords: Plastic – Recycling.; Plastics – Analysis (Engineering).; Plastics – Computer programs.; Civil Engineering

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

APA (6th Edition):

MacBain, K. (1997). Characteristics of recycled plastics and applications for highway appurtenances. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1020

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):

MacBain, Keith. “Characteristics of recycled plastics and applications for highway appurtenances.” 1997. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/1020.

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

MLA Handbook (7th Edition):

MacBain, Keith. “Characteristics of recycled plastics and applications for highway appurtenances.” 1997. Web. 08 Apr 2020.

Vancouver:

MacBain K. Characteristics of recycled plastics and applications for highway appurtenances. [Internet] [Thesis]. New Jersey Institute of Technology; 1997. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/1020.

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

Council of Science Editors:

MacBain K. Characteristics of recycled plastics and applications for highway appurtenances. [Thesis]. New Jersey Institute of Technology; 1997. Available from: https://digitalcommons.njit.edu/theses/1020

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


New Jersey Institute of Technology

23. Aniftos, Stylianos C. Investigation of mixed-made fracture in concrete.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 1990, New Jersey Institute of Technology

  This study is aimed at evaluating the failure characteristics of concrete in the notched beam configuration. In general, for Mode I failure tension is… (more)

Subjects/Keywords: Concrete – Cracking – Data processing.; Concrete – Cracking.; Fracture mechanics.; Civil Engineering

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

APA (6th Edition):

Aniftos, S. C. (1990). Investigation of mixed-made fracture in concrete. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/1346

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):

Aniftos, Stylianos C. “Investigation of mixed-made fracture in concrete.” 1990. Thesis, New Jersey Institute of Technology. Accessed April 08, 2020. https://digitalcommons.njit.edu/theses/1346.

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

MLA Handbook (7th Edition):

Aniftos, Stylianos C. “Investigation of mixed-made fracture in concrete.” 1990. Web. 08 Apr 2020.

Vancouver:

Aniftos SC. Investigation of mixed-made fracture in concrete. [Internet] [Thesis]. New Jersey Institute of Technology; 1990. [cited 2020 Apr 08]. Available from: https://digitalcommons.njit.edu/theses/1346.

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

Council of Science Editors:

Aniftos SC. Investigation of mixed-made fracture in concrete. [Thesis]. New Jersey Institute of Technology; 1990. Available from: https://digitalcommons.njit.edu/theses/1346

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

.