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Dept: Civil and Environmental Engineering

You searched for subject:(Thermo mechanical coupling analysis). Showing records 1 – 30 of 404 total matches.

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Virginia Tech

1. Abdelaziz, Sherif Lotfy Abdel Motaleb. Deep Energy Foundations : Geotechnical Challenges and Design Considerations.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 Traditionally, geothermal boreholes have utilized the ground energy for space heating and cooling. In this system, a circulation loop is placed in a small-diameter borehole… (more)

Subjects/Keywords: Geothermal; Energy Piles; Thermo-mechanical; Heat Exchanger; and Thermal Conductivity

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APA (6th Edition):

Abdelaziz, S. L. A. M. (2013). Deep Energy Foundations : Geotechnical Challenges and Design Considerations. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50625

Chicago Manual of Style (16th Edition):

Abdelaziz, Sherif Lotfy Abdel Motaleb. “Deep Energy Foundations : Geotechnical Challenges and Design Considerations.” 2013. Doctoral Dissertation, Virginia Tech. Accessed November 13, 2019. http://hdl.handle.net/10919/50625.

MLA Handbook (7th Edition):

Abdelaziz, Sherif Lotfy Abdel Motaleb. “Deep Energy Foundations : Geotechnical Challenges and Design Considerations.” 2013. Web. 13 Nov 2019.

Vancouver:

Abdelaziz SLAM. Deep Energy Foundations : Geotechnical Challenges and Design Considerations. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10919/50625.

Council of Science Editors:

Abdelaziz SLAM. Deep Energy Foundations : Geotechnical Challenges and Design Considerations. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/50625

2. Sutman, Melis. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Energy piles are deep foundation elements designed to utilize near-surface geothermal energy, while at the same time serve as foundations for buildings. The use of… (more)

Subjects/Keywords: Energy pile; Thermo-active foundation; Field testing; Thermo-mechanical load; Numerical modeling; Soil-pile interaction; Cyclic loading

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APA (6th Edition):

Sutman, M. (2016). Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/82438

Chicago Manual of Style (16th Edition):

Sutman, Melis. “Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.” 2016. Doctoral Dissertation, Virginia Tech. Accessed November 13, 2019. http://hdl.handle.net/10919/82438.

MLA Handbook (7th Edition):

Sutman, Melis. “Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.” 2016. Web. 13 Nov 2019.

Vancouver:

Sutman M. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10919/82438.

Council of Science Editors:

Sutman M. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/82438


Colorado School of Mines

3. Prassetyo, Simon Heru. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.

Degree: PhD, Civil and Environmental Engineering, 2017, Colorado School of Mines

 In 1941, Belgian-born physicist Maurice Anthony Biot (1905-1985) developed the first equations that govern the coupled interactions between fluid flow and deformation in elastic porous… (more)

Subjects/Keywords: Deep tunnel in saturated ground; Longitudinal displacement profile; Shear behavior of rock joints; Hydro-mechanical analysis; Alternating direction explicit; Sequential coupling technique

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APA (6th Edition):

Prassetyo, S. H. (2017). Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/170680

Chicago Manual of Style (16th Edition):

Prassetyo, Simon Heru. “Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.” 2017. Doctoral Dissertation, Colorado School of Mines. Accessed November 13, 2019. http://hdl.handle.net/11124/170680.

MLA Handbook (7th Edition):

Prassetyo, Simon Heru. “Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.” 2017. Web. 13 Nov 2019.

Vancouver:

Prassetyo SH. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2017. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11124/170680.

Council of Science Editors:

Prassetyo SH. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. [Doctoral Dissertation]. Colorado School of Mines; 2017. Available from: http://hdl.handle.net/11124/170680


Colorado School of Mines

4. Tomac, Ingrid. Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado School of Mines

 The study presented in this thesis uses micro mechanical approach to better understand hydraulic fracture initiation, propagation, proppant flow and transport and proppant settling during… (more)

Subjects/Keywords: proppant flow and transport; enhanced geothermal reservoirs; hydraulic fracturing; hydro-thermo-mechanical coupling; multi-phase flow; rock mechanics; Hydraulic fracturing; Geothermal resources; Particles  – Mathematical models; Computational fluid dynamics; Multiphase flow

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APA (6th Edition):

Tomac, I. (2007). Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/234

Chicago Manual of Style (16th Edition):

Tomac, Ingrid. “Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study.” 2007. Doctoral Dissertation, Colorado School of Mines. Accessed November 13, 2019. http://hdl.handle.net/11124/234.

MLA Handbook (7th Edition):

Tomac, Ingrid. “Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study.” 2007. Web. 13 Nov 2019.

Vancouver:

Tomac I. Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2007. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/11124/234.

Council of Science Editors:

Tomac I. Micro-mechanical aspects of hydraulic fracture propagation and proppant flow and transport for stimulation of enhanced geothermal systems : a discrete element study. [Doctoral Dissertation]. Colorado School of Mines; 2007. Available from: http://hdl.handle.net/11124/234


Georgia Tech

5. Atalay, Fikret. Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations.

Degree: PhD, Civil and Environmental Engineering, 2019, Georgia Tech

 Results are presented from both field and laboratory studies on the thermal properties Piedmont residual soils, as well as a numerical model and a laboratory… (more)

Subjects/Keywords: Thermo-active foundations; Energy foundations

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APA (6th Edition):

Atalay, F. (2019). Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/61249

Chicago Manual of Style (16th Edition):

Atalay, Fikret. “Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations.” 2019. Doctoral Dissertation, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/61249.

MLA Handbook (7th Edition):

Atalay, Fikret. “Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations.” 2019. Web. 13 Nov 2019.

Vancouver:

Atalay F. Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations. [Internet] [Doctoral dissertation]. Georgia Tech; 2019. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/61249.

Council of Science Editors:

Atalay F. Engineered Transition Zone Systems for Enhanced Heat Transfer in Thermo-Active Foundations. [Doctoral Dissertation]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/61249


Georgia Tech

6. Kim, Hee Sun. Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves.

Degree: PhD, Civil and Environmental Engineering, 2009, Georgia Tech

 New 3D multi-scale modeling approaches for the structural analysis of native and prosthetic Aortic Valves (AV) are investigated. Three different nonlinear hyperelastic constitutive material models… (more)

Subjects/Keywords: Micromechanical model; HFGMC model; Aortic valve; Dynamic analysis; Stuctural analysis; Heart valve prosthesis; Cardiovascular system Mechanical properties; Biomechanics

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APA (6th Edition):

Kim, H. S. (2009). Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/29671

Chicago Manual of Style (16th Edition):

Kim, Hee Sun. “Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves.” 2009. Doctoral Dissertation, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/29671.

MLA Handbook (7th Edition):

Kim, Hee Sun. “Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves.” 2009. Web. 13 Nov 2019.

Vancouver:

Kim HS. Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves. [Internet] [Doctoral dissertation]. Georgia Tech; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/29671.

Council of Science Editors:

Kim HS. Nonlinear multi-scale anisotropic material and structural models for prosthetic and native aortic heart valves. [Doctoral Dissertation]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/29671


University of California – Berkeley

7. Broccardo, Marco. Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 This dissertation provides the foundation for an in-depth understanding and significant development of the tail-equivalent linearization method (TELM) to solve different classes of nonlinear random… (more)

Subjects/Keywords: Civil engineering; Statistics; Mechanical engineering; Linearization; Nonlinear analysis; Random Vibrations; Reliability; Stochastic Dynamics; Stochastic Processes

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APA (6th Edition):

Broccardo, M. (2014). Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/3xn4j193

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):

Broccardo, Marco. “Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics.” 2014. Thesis, University of California – Berkeley. Accessed November 13, 2019. http://www.escholarship.org/uc/item/3xn4j193.

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

MLA Handbook (7th Edition):

Broccardo, Marco. “Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics.” 2014. Web. 13 Nov 2019.

Vancouver:

Broccardo M. Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2019 Nov 13]. Available from: http://www.escholarship.org/uc/item/3xn4j193.

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

Council of Science Editors:

Broccardo M. Further Development of the Tail-Equivalent Linearization Method for Nonlinear Stochastic Dynamics. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/3xn4j193

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

8. Kim, Seunghee. CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection.

Degree: PhD, Civil and Environmental Engineering, 2012, Georgia Tech

 Global energy consumption will increase in the next decades and it is expected to largely rely on fossil fuels. The use of fossil fuels is… (more)

Subjects/Keywords: CO₂ geological storage; Reactive fluid transport; Engineered injection; Hydro-chemo-mechanical coupling; Geological carbon sequestration

…16 Table 2.3 Coupling and emergent phenomena… …31 Table 3.2 Symbols used in the geochemical analysis… …the Carbon Dioxide Information Analysis Center (www.cdiac.ornl.gov) and (… …39 Figure 3.9 Geomechanical analysis - Change in the state of stresses: (a) in… …between cracks after sealing treatments, (c) XRD analysis for original shale specimen… 

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APA (6th Edition):

Kim, S. (2012). CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/50110

Chicago Manual of Style (16th Edition):

Kim, Seunghee. “CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection.” 2012. Doctoral Dissertation, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/50110.

MLA Handbook (7th Edition):

Kim, Seunghee. “CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection.” 2012. Web. 13 Nov 2019.

Vancouver:

Kim S. CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection. [Internet] [Doctoral dissertation]. Georgia Tech; 2012. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/50110.

Council of Science Editors:

Kim S. CO₂ geological storage: hydro-chemo-mechanically coupled phenomena and engineered injection. [Doctoral Dissertation]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/50110

9. Al Hashib, Abdullah. Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings.

Degree: MS, Civil and Environmental Engineering, 2017, South Dakota State University

Mechanical bar splices, which are commonly referred to as couplers, are currently used in reinforced concrete structures to directly connect steel bars in lieu… (more)

Subjects/Keywords: displacement capacity; mechanical bar splices; moment-resisting frames; pushover analysis; reinforced concrete buildings; seismic performance; Civil and Environmental Engineering; Structural Engineering

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APA (6th Edition):

Al Hashib, A. (2017). Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings. (Masters Thesis). South Dakota State University. Retrieved from http://openprairie.sdstate.edu/etd/1697

Chicago Manual of Style (16th Edition):

Al Hashib, Abdullah. “Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings.” 2017. Masters Thesis, South Dakota State University. Accessed November 13, 2019. http://openprairie.sdstate.edu/etd/1697.

MLA Handbook (7th Edition):

Al Hashib, Abdullah. “Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings.” 2017. Web. 13 Nov 2019.

Vancouver:

Al Hashib A. Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings. [Internet] [Masters thesis]. South Dakota State University; 2017. [cited 2019 Nov 13]. Available from: http://openprairie.sdstate.edu/etd/1697.

Council of Science Editors:

Al Hashib A. Effects of Mechanical Bar Splices on Seismic Performance of Reinforced Concrete Buildings. [Masters Thesis]. South Dakota State University; 2017. Available from: http://openprairie.sdstate.edu/etd/1697

10. Dahal, Puskar Kumar. Mechanical Bar Splices for Accelerated Construction of Bridge Columns.

Degree: MS, Civil and Environmental Engineering, 2018, South Dakota State University

Mechanical bar splicing is an alternative method of connecting reinforcing bars in concrete structures compared to conventional lap splicing mainly to reduce bar congestion… (more)

Subjects/Keywords: accelerated bridge construction; mechanical bar splices; pushover analysis; rigid length factor; seismic performance; Civil Engineering; Structural Engineering

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APA (6th Edition):

Dahal, P. K. (2018). Mechanical Bar Splices for Accelerated Construction of Bridge Columns. (Masters Thesis). South Dakota State University. Retrieved from https://openprairie.sdstate.edu/etd/2634

Chicago Manual of Style (16th Edition):

Dahal, Puskar Kumar. “Mechanical Bar Splices for Accelerated Construction of Bridge Columns.” 2018. Masters Thesis, South Dakota State University. Accessed November 13, 2019. https://openprairie.sdstate.edu/etd/2634.

MLA Handbook (7th Edition):

Dahal, Puskar Kumar. “Mechanical Bar Splices for Accelerated Construction of Bridge Columns.” 2018. Web. 13 Nov 2019.

Vancouver:

Dahal PK. Mechanical Bar Splices for Accelerated Construction of Bridge Columns. [Internet] [Masters thesis]. South Dakota State University; 2018. [cited 2019 Nov 13]. Available from: https://openprairie.sdstate.edu/etd/2634.

Council of Science Editors:

Dahal PK. Mechanical Bar Splices for Accelerated Construction of Bridge Columns. [Masters Thesis]. South Dakota State University; 2018. Available from: https://openprairie.sdstate.edu/etd/2634


University of Vermont

11. Caulk, Robert Alexander. Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy.

Degree: MS, Civil and Environmental Engineering, 2015, University of Vermont

  Geothermal energy has become a focal point of the renewable energy revolution. Both shallow and deep types of geothermal energy have the potential to… (more)

Subjects/Keywords: Calibration; COMSOL; Energy Pile; Geothermal Energy; Numerical Modeling; Thermo-active foundation; Civil Engineering; Geochemistry; Geotechnical Engineering

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APA (6th Edition):

Caulk, R. A. (2015). Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy. (Thesis). University of Vermont. Retrieved from https://scholarworks.uvm.edu/graddis/396

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):

Caulk, Robert Alexander. “Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy.” 2015. Thesis, University of Vermont. Accessed November 13, 2019. https://scholarworks.uvm.edu/graddis/396.

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

MLA Handbook (7th Edition):

Caulk, Robert Alexander. “Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy.” 2015. Web. 13 Nov 2019.

Vancouver:

Caulk RA. Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy. [Internet] [Thesis]. University of Vermont; 2015. [cited 2019 Nov 13]. Available from: https://scholarworks.uvm.edu/graddis/396.

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

Council of Science Editors:

Caulk RA. Evaluation of Key Geomechanical Aspects of Shallow and Deep Geothermal Energy. [Thesis]. University of Vermont; 2015. Available from: https://scholarworks.uvm.edu/graddis/396

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


Mississippi State University

12. Xiong, Yi. COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS.

Degree: PhD, Civil and Environmental Engineering, 2010, Mississippi State University

  Sediment has profound effects on water quality. Correspondingly, water quality modeling often needs sediment transport modeling. However, simplified descriptive sediment transport was originally employed… (more)

Subjects/Keywords: SEDDEER.; EFDC; TOXI7; WASP; coupling; water quality model; sediment transport model

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APA (6th Edition):

Xiong, Y. (2010). COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS. (Doctoral Dissertation). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-11102010-224923/ ;

Chicago Manual of Style (16th Edition):

Xiong, Yi. “COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS.” 2010. Doctoral Dissertation, Mississippi State University. Accessed November 13, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-11102010-224923/ ;.

MLA Handbook (7th Edition):

Xiong, Yi. “COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS.” 2010. Web. 13 Nov 2019.

Vancouver:

Xiong Y. COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS. [Internet] [Doctoral dissertation]. Mississippi State University; 2010. [cited 2019 Nov 13]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-11102010-224923/ ;.

Council of Science Editors:

Xiong Y. COUPLING SEDIMENT TRANSPORT AND WATER QUALITY MODELS. [Doctoral Dissertation]. Mississippi State University; 2010. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-11102010-224923/ ;


University of South Carolina

13. Mulliken, Jeffrey Scott. An Innovative Coupling Scheme of FEM And BEM Solvers.

Degree: PhD, Civil and Environmental Engineering, 2011, University of South Carolina

  A Multi-System Interface Coupling Technique (MSIC) has been developed for coupling Boundary Element Method (BEM) and Finite Element Method (FEM) solutions in the direct… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; Boundary element; Coupling; Dynamics; Finite element; Time history

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APA (6th Edition):

Mulliken, J. S. (2011). An Innovative Coupling Scheme of FEM And BEM Solvers. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/641

Chicago Manual of Style (16th Edition):

Mulliken, Jeffrey Scott. “An Innovative Coupling Scheme of FEM And BEM Solvers.” 2011. Doctoral Dissertation, University of South Carolina. Accessed November 13, 2019. https://scholarcommons.sc.edu/etd/641.

MLA Handbook (7th Edition):

Mulliken, Jeffrey Scott. “An Innovative Coupling Scheme of FEM And BEM Solvers.” 2011. Web. 13 Nov 2019.

Vancouver:

Mulliken JS. An Innovative Coupling Scheme of FEM And BEM Solvers. [Internet] [Doctoral dissertation]. University of South Carolina; 2011. [cited 2019 Nov 13]. Available from: https://scholarcommons.sc.edu/etd/641.

Council of Science Editors:

Mulliken JS. An Innovative Coupling Scheme of FEM And BEM Solvers. [Doctoral Dissertation]. University of South Carolina; 2011. Available from: https://scholarcommons.sc.edu/etd/641


University of South Carolina

14. Matthews, Luke A. Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models.

Degree: MS, Civil and Environmental Engineering, 2010, University of South Carolina

  Increasing interest in developing high speed lines is driving research on the effects of incorporating high speed trains into existing rail infrastructure. Simulating vibrations… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; FEM coupling; finite elements; High speed rail; newmark's method

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APA (6th Edition):

Matthews, L. A. (2010). Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/640

Chicago Manual of Style (16th Edition):

Matthews, Luke A. “Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models.” 2010. Masters Thesis, University of South Carolina. Accessed November 13, 2019. https://scholarcommons.sc.edu/etd/640.

MLA Handbook (7th Edition):

Matthews, Luke A. “Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models.” 2010. Web. 13 Nov 2019.

Vancouver:

Matthews LA. Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models. [Internet] [Masters thesis]. University of South Carolina; 2010. [cited 2019 Nov 13]. Available from: https://scholarcommons.sc.edu/etd/640.

Council of Science Editors:

Matthews LA. Modeling Vehicle and Rail Vibrations Due to the Passage of High Speed Trains Using Coupled Traveling and Stationary Finite Element Models. [Masters Thesis]. University of South Carolina; 2010. Available from: https://scholarcommons.sc.edu/etd/640


Georgia Tech

15. Smith, Kevin Jackson. Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures.

Degree: MS, Civil and Environmental Engineering, 2005, Georgia Tech

 This thesis presents the results of an experimental investigation into the behavior of a pultruded E-glass/polyester fiber reinforced polymer (FRP) composite under sustained loads at… (more)

Subjects/Keywords: Creep; Pultruded; E-glass; Temperature; Thermal analysis; Fiber reinforced plastics Creep; Fiber reinforced plastics Mechanical properties; Materials Creep

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APA (6th Edition):

Smith, K. J. (2005). Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7195

Chicago Manual of Style (16th Edition):

Smith, Kevin Jackson. “Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures.” 2005. Masters Thesis, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/7195.

MLA Handbook (7th Edition):

Smith, Kevin Jackson. “Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures.” 2005. Web. 13 Nov 2019.

Vancouver:

Smith KJ. Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/7195.

Council of Science Editors:

Smith KJ. Compression creep of a pultruded E-glass/polyester composite at elevated service temperatures. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7195


Georgia Tech

16. Evans, T. Matthew. Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils.

Degree: PhD, Civil and Environmental Engineering, 2005, Georgia Tech

 Under loading conditions found in many geotechnical structures, it is common to observe failure in zones of high localized strain called shear bands. Existing models… (more)

Subjects/Keywords: Biaxial compression; Discrete element method; Granular materials Plastic properties; Mathematical models; Image analysis; Micromechanics; Particles Mechanical properties; Sand Microstructure; Shear bands; Soils Testing

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APA (6th Edition):

Evans, T. M. (2005). Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7576

Chicago Manual of Style (16th Edition):

Evans, T Matthew. “Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils.” 2005. Doctoral Dissertation, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/7576.

MLA Handbook (7th Edition):

Evans, T Matthew. “Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils.” 2005. Web. 13 Nov 2019.

Vancouver:

Evans TM. Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils. [Internet] [Doctoral dissertation]. Georgia Tech; 2005. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/7576.

Council of Science Editors:

Evans TM. Microscale Physical and Numerical Investigations of Shear Banding in Granular Soils. [Doctoral Dissertation]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7576


Georgia Tech

17. Mohammadi, Kami. Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features.

Degree: PhD, Civil and Environmental Engineering, 2015, Georgia Tech

 Although the problem of seismic wave scattering by topographic irregularities has been studied for several decades, only recently it has attracted the attention of geotechnical… (more)

Subjects/Keywords: Topographic amplification; Infinite wedge; 2D convex topography; 3D convex topography; Oblique incidence; Soil-topography coupling effect

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APA (6th Edition):

Mohammadi, K. (2015). Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59113

Chicago Manual of Style (16th Edition):

Mohammadi, Kami. “Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features.” 2015. Doctoral Dissertation, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/59113.

MLA Handbook (7th Edition):

Mohammadi, Kami. “Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features.” 2015. Web. 13 Nov 2019.

Vancouver:

Mohammadi K. Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/59113.

Council of Science Editors:

Mohammadi K. Geometry and stratigraphy parameterization of topography effects: From the infinite wedge to 3D convex features. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/59113


UCLA

18. Jaberansari, Shahab. Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols.

Degree: Civil and Environmental Engineering, 2019, UCLA

 Strong wind events are the major factor governing the structural design of many tall buildings in regions with low-to-moderate seismic hazard; however, unlike seismic design,… (more)

Subjects/Keywords: Civil engineering; Engineering; Coupling Beams Test Data; Earthquake Engineering; Performance Based Engineering; Structural Engineering; Wind Engineering

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APA (6th Edition):

Jaberansari, S. (2019). Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/2jf1181w

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):

Jaberansari, Shahab. “Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols.” 2019. Thesis, UCLA. Accessed November 13, 2019. http://www.escholarship.org/uc/item/2jf1181w.

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

MLA Handbook (7th Edition):

Jaberansari, Shahab. “Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols.” 2019. Web. 13 Nov 2019.

Vancouver:

Jaberansari S. Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols. [Internet] [Thesis]. UCLA; 2019. [cited 2019 Nov 13]. Available from: http://www.escholarship.org/uc/item/2jf1181w.

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

Council of Science Editors:

Jaberansari S. Test Data Processing of Conventionally and Diagonally Reinforced Concrete Coupling Beams Subjected to Wind and Seismic Loading Protocols. [Thesis]. UCLA; 2019. Available from: http://www.escholarship.org/uc/item/2jf1181w

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


UCLA

19. Tauberg, Negin Aryaee. Collapse Assessment of Reinforced Concrete Coupled Walls.

Degree: Civil and Environmental Engineering, 2019, UCLA

 ABSTRACT OF THE DISSERTATIONCollapse Assessment of Reinforced Concrete Ductile Coupled Walls byNegin Aryaee TaubergDoctor of Philosophy in Civil EngineeringUniversity of California, Los Angeles, 2019Professor John… (more)

Subjects/Keywords: Civil engineering; collapse assessment; concrete coupled wall; coupling beam; ductile coupled wall; fema p695; seismic assessment

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APA (6th Edition):

Tauberg, N. A. (2019). Collapse Assessment of Reinforced Concrete Coupled Walls. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/83p027sr

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):

Tauberg, Negin Aryaee. “Collapse Assessment of Reinforced Concrete Coupled Walls.” 2019. Thesis, UCLA. Accessed November 13, 2019. http://www.escholarship.org/uc/item/83p027sr.

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

MLA Handbook (7th Edition):

Tauberg, Negin Aryaee. “Collapse Assessment of Reinforced Concrete Coupled Walls.” 2019. Web. 13 Nov 2019.

Vancouver:

Tauberg NA. Collapse Assessment of Reinforced Concrete Coupled Walls. [Internet] [Thesis]. UCLA; 2019. [cited 2019 Nov 13]. Available from: http://www.escholarship.org/uc/item/83p027sr.

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

Council of Science Editors:

Tauberg NA. Collapse Assessment of Reinforced Concrete Coupled Walls. [Thesis]. UCLA; 2019. Available from: http://www.escholarship.org/uc/item/83p027sr

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


Rutgers University

20. Doukakis, Johanna Paulette, 1987-. Lightweight self consolidating fiber reinforced concrete.

Degree: MS, Civil and Environmental Engineering, 2013, Rutgers University

 The object of this research was to determine the effects steel and polypropylene fibers have on the fresh and mechanical properties of a lightweight self… (more)

Subjects/Keywords: Lightweight concrete – Mechanical properties

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APA (6th Edition):

Doukakis, Johanna Paulette, 1. (2013). Lightweight self consolidating fiber reinforced concrete. (Masters Thesis). Rutgers University. Retrieved from https://rucore.libraries.rutgers.edu/rutgers-lib/41761/

Chicago Manual of Style (16th Edition):

Doukakis, Johanna Paulette, 1987-. “Lightweight self consolidating fiber reinforced concrete.” 2013. Masters Thesis, Rutgers University. Accessed November 13, 2019. https://rucore.libraries.rutgers.edu/rutgers-lib/41761/.

MLA Handbook (7th Edition):

Doukakis, Johanna Paulette, 1987-. “Lightweight self consolidating fiber reinforced concrete.” 2013. Web. 13 Nov 2019.

Vancouver:

Doukakis, Johanna Paulette 1. Lightweight self consolidating fiber reinforced concrete. [Internet] [Masters thesis]. Rutgers University; 2013. [cited 2019 Nov 13]. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41761/.

Council of Science Editors:

Doukakis, Johanna Paulette 1. Lightweight self consolidating fiber reinforced concrete. [Masters Thesis]. Rutgers University; 2013. Available from: https://rucore.libraries.rutgers.edu/rutgers-lib/41761/


Florida State University

21. Gepner, Bronislaw Dominik. Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures.

Degree: PhD, Civil and Environmental Engineering, 2014, Florida State University

 The following dissertation presents the initial stages of the development of the new rollover safety assessment protocol developed for paratransit buses. Each year, the State… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering

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APA (6th Edition):

Gepner, B. D. (2014). Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures. (Doctoral Dissertation). Florida State University. Retrieved from http://purl.flvc.org/fsu/fd/FSU_migr_etd-9176 ;

Chicago Manual of Style (16th Edition):

Gepner, Bronislaw Dominik. “Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures.” 2014. Doctoral Dissertation, Florida State University. Accessed November 13, 2019. http://purl.flvc.org/fsu/fd/FSU_migr_etd-9176 ;.

MLA Handbook (7th Edition):

Gepner, Bronislaw Dominik. “Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures.” 2014. Web. 13 Nov 2019.

Vancouver:

Gepner BD. Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures. [Internet] [Doctoral dissertation]. Florida State University; 2014. [cited 2019 Nov 13]. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9176 ;.

Council of Science Editors:

Gepner BD. Rollover Procedures for Crashworthiness Assessment of Paratransit Bus Structures. [Doctoral Dissertation]. Florida State University; 2014. Available from: http://purl.flvc.org/fsu/fd/FSU_migr_etd-9176 ;


West Virginia University

22. Justice, Adam L. Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania.

Degree: MS, Civil and Environmental Engineering, 2010, West Virginia University

 It is increasingly becoming of great concern that the transportation infrastructure is in poor condition and in need of rehabilitation. Reinforced concrete (RC) structures such… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering

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

APA (6th Edition):

Justice, A. L. (2010). Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/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):

Justice, Adam L. “Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania.” 2010. Thesis, West Virginia University. Accessed November 13, 2019. https://researchrepository.wvu.edu/etd/2151.

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

MLA Handbook (7th Edition):

Justice, Adam L. “Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania.” 2010. Web. 13 Nov 2019.

Vancouver:

Justice AL. Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania. [Internet] [Thesis]. West Virginia University; 2010. [cited 2019 Nov 13]. Available from: https://researchrepository.wvu.edu/etd/2151.

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

Council of Science Editors:

Justice AL. Testing and assessment of FRP strengthened concrete T-beam bridges in Pennsylvania. [Thesis]. West Virginia University; 2010. Available from: https://researchrepository.wvu.edu/etd/2151

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


West Virginia University

23. Qureshi, Muhammad Asif Mahmood. Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion.

Degree: PhD, Civil and Environmental Engineering, 2012, West Virginia University

 Glass fiber reinforced polymer (GFRP) composite sections, manufactured through pultrusion process, are known for their high strength-to-weight ratio, corrosion resistance, low thermal conductivity, electric and… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering

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APA (6th Edition):

Qureshi, M. A. M. (2012). Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion. (Doctoral Dissertation). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/3575

Chicago Manual of Style (16th Edition):

Qureshi, Muhammad Asif Mahmood. “Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion.” 2012. Doctoral Dissertation, West Virginia University. Accessed November 13, 2019. https://researchrepository.wvu.edu/etd/3575.

MLA Handbook (7th Edition):

Qureshi, Muhammad Asif Mahmood. “Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion.” 2012. Web. 13 Nov 2019.

Vancouver:

Qureshi MAM. Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion. [Internet] [Doctoral dissertation]. West Virginia University; 2012. [cited 2019 Nov 13]. Available from: https://researchrepository.wvu.edu/etd/3575.

Council of Science Editors:

Qureshi MAM. Failure Behavior of Pultruded GFRP Members Under Combined Bending and Torsion. [Doctoral Dissertation]. West Virginia University; 2012. Available from: https://researchrepository.wvu.edu/etd/3575


West Virginia University

24. Sedigh Imani, Fatemeh. Traction-separation law for CFRP-concrete interface fracture under mode II loading.

Degree: MS, Civil and Environmental Engineering, 2010, West Virginia University

 The rehabilitation and retrofitting of concrete structural members using externally bonded Fiber Reinforced Polymer (FRP) strips has been steadily gaining use in recent years due… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering

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APA (6th Edition):

Sedigh Imani, F. (2010). Traction-separation law for CFRP-concrete interface fracture under mode II loading. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/2134

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):

Sedigh Imani, Fatemeh. “Traction-separation law for CFRP-concrete interface fracture under mode II loading.” 2010. Thesis, West Virginia University. Accessed November 13, 2019. https://researchrepository.wvu.edu/etd/2134.

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

MLA Handbook (7th Edition):

Sedigh Imani, Fatemeh. “Traction-separation law for CFRP-concrete interface fracture under mode II loading.” 2010. Web. 13 Nov 2019.

Vancouver:

Sedigh Imani F. Traction-separation law for CFRP-concrete interface fracture under mode II loading. [Internet] [Thesis]. West Virginia University; 2010. [cited 2019 Nov 13]. Available from: https://researchrepository.wvu.edu/etd/2134.

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

Council of Science Editors:

Sedigh Imani F. Traction-separation law for CFRP-concrete interface fracture under mode II loading. [Thesis]. West Virginia University; 2010. Available from: https://researchrepository.wvu.edu/etd/2134

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


West Virginia University

25. Ghosh, Subhadeep. Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety.

Degree: MS, Civil and Environmental Engineering, 2012, West Virginia University

 Tunnel safety deals with isolation of zone of disaster in case of flooding, fire, release of toxic gases and roof collapse. Disaster zone isolation, if… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering

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APA (6th Edition):

Ghosh, S. (2012). Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/4858

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):

Ghosh, Subhadeep. “Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety.” 2012. Thesis, West Virginia University. Accessed November 13, 2019. https://researchrepository.wvu.edu/etd/4858.

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

MLA Handbook (7th Edition):

Ghosh, Subhadeep. “Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety.” 2012. Web. 13 Nov 2019.

Vancouver:

Ghosh S. Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety. [Internet] [Thesis]. West Virginia University; 2012. [cited 2019 Nov 13]. Available from: https://researchrepository.wvu.edu/etd/4858.

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

Council of Science Editors:

Ghosh S. Evaluation of Reduced-Scale Confined Inflatable Structure for Tunnel Safety. [Thesis]. West Virginia University; 2012. Available from: https://researchrepository.wvu.edu/etd/4858

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


Colorado State University

26. Lammers, Roderick William. Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading.

Degree: MS(M.S.), Civil and Environmental Engineering, 2015, Colorado State University

 Eutrophication of aquatic ecosystems is one of the most pressing water quality concerns in the U.S. and around the world. Bank erosion has been largely… (more)

Subjects/Keywords: Phosphorus; Uncertainty Analysis; Sensitivity Analysis; Bank Erosion

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APA (6th Edition):

Lammers, R. W. (2015). Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/167090

Chicago Manual of Style (16th Edition):

Lammers, Roderick William. “Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading.” 2015. Masters Thesis, Colorado State University. Accessed November 13, 2019. http://hdl.handle.net/10217/167090.

MLA Handbook (7th Edition):

Lammers, Roderick William. “Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading.” 2015. Web. 13 Nov 2019.

Vancouver:

Lammers RW. Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading. [Internet] [Masters thesis]. Colorado State University; 2015. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10217/167090.

Council of Science Editors:

Lammers RW. Uncertainty and sensitivity in a bank stability model : implications for estimating phosphorus loading. [Masters Thesis]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/167090


MIT

27. Darcy, Joseph. Short sea shipping : barriers, incentives and feasibility of truck ferry .

Degree: Civil and Environmental Engineering, 2009, MIT

 Many problems plague the United States' transportation infrastructure: congestion, poor roadway conditions, obsolescence, and maintenance cost not the least among these. In recent years, the… (more)

Subjects/Keywords: Mechanical Engineering.; Civil and Environmental Engineering.

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APA (6th Edition):

Darcy, J. (2009). Short sea shipping : barriers, incentives and feasibility of truck ferry . (Thesis). MIT. Retrieved from http://hdl.handle.net/1721.1/49879

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):

Darcy, Joseph. “Short sea shipping : barriers, incentives and feasibility of truck ferry .” 2009. Thesis, MIT. Accessed November 13, 2019. http://hdl.handle.net/1721.1/49879.

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

MLA Handbook (7th Edition):

Darcy, Joseph. “Short sea shipping : barriers, incentives and feasibility of truck ferry .” 2009. Web. 13 Nov 2019.

Vancouver:

Darcy J. Short sea shipping : barriers, incentives and feasibility of truck ferry . [Internet] [Thesis]. MIT; 2009. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1721.1/49879.

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

Council of Science Editors:

Darcy J. Short sea shipping : barriers, incentives and feasibility of truck ferry . [Thesis]. MIT; 2009. Available from: http://hdl.handle.net/1721.1/49879

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


West Virginia University

28. Jiao, Pengcheng. Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web.

Degree: MS, Civil and Environmental Engineering, 2012, West Virginia University

 Flexural-torsional buckling or lateral torsional buckling is an important limit state for wood composite I-joist because the in-plane bending stiffness is typically greater than torsional… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering; Wood sciences

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APA (6th Edition):

Jiao, P. (2012). Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web. (Thesis). West Virginia University. Retrieved from https://researchrepository.wvu.edu/etd/139

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):

Jiao, Pengcheng. “Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web.” 2012. Thesis, West Virginia University. Accessed November 13, 2019. https://researchrepository.wvu.edu/etd/139.

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

MLA Handbook (7th Edition):

Jiao, Pengcheng. “Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web.” 2012. Web. 13 Nov 2019.

Vancouver:

Jiao P. Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web. [Internet] [Thesis]. West Virginia University; 2012. [cited 2019 Nov 13]. Available from: https://researchrepository.wvu.edu/etd/139.

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

Council of Science Editors:

Jiao P. Analytical Evaluations of Buckling Behavior of Wood Composite I-Joist with Sinusoidal Web. [Thesis]. West Virginia University; 2012. Available from: https://researchrepository.wvu.edu/etd/139

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


Virginia Tech

29. Patel, Pruthvi Shaileshkumar. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

 Currently, water utilities are facing monetary crises to maintain and expand services to meet the current as well as the future demands. Standard practice in… (more)

Subjects/Keywords: DRINKING WATER PIPELINE PERFORMANCE ANALYSIS; MODEL RELIABILITY; DOMAINS OF ANALYSIS; LEVELS OF ANALYSIS

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APA (6th Edition):

Patel, P. S. (2018). Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84401

Chicago Manual of Style (16th Edition):

Patel, Pruthvi Shaileshkumar. “Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.” 2018. Masters Thesis, Virginia Tech. Accessed November 13, 2019. http://hdl.handle.net/10919/84401.

MLA Handbook (7th Edition):

Patel, Pruthvi Shaileshkumar. “Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.” 2018. Web. 13 Nov 2019.

Vancouver:

Patel PS. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/10919/84401.

Council of Science Editors:

Patel PS. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/84401


Georgia Tech

30. Gruen, Daniel Nicholas. Numerical analysis of intragrain precipitate influence on the linear scattering behavior.

Degree: MS, Civil and Environmental Engineering, 2016, Georgia Tech

 Nondestructive evaluation using ultrasonic waves is commonly used to experimentally probe for the presence of defects (i.e. dislocations, precipitates, cracks) in complex metallic microstructures. Such… (more)

Subjects/Keywords: Numerical analysis; Attenuation; Scattering; Precipitate

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APA (6th Edition):

Gruen, D. N. (2016). Numerical analysis of intragrain precipitate influence on the linear scattering behavior. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/56255

Chicago Manual of Style (16th Edition):

Gruen, Daniel Nicholas. “Numerical analysis of intragrain precipitate influence on the linear scattering behavior.” 2016. Masters Thesis, Georgia Tech. Accessed November 13, 2019. http://hdl.handle.net/1853/56255.

MLA Handbook (7th Edition):

Gruen, Daniel Nicholas. “Numerical analysis of intragrain precipitate influence on the linear scattering behavior.” 2016. Web. 13 Nov 2019.

Vancouver:

Gruen DN. Numerical analysis of intragrain precipitate influence on the linear scattering behavior. [Internet] [Masters thesis]. Georgia Tech; 2016. [cited 2019 Nov 13]. Available from: http://hdl.handle.net/1853/56255.

Council of Science Editors:

Gruen DN. Numerical analysis of intragrain precipitate influence on the linear scattering behavior. [Masters Thesis]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/56255

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