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Dept: Civil Engineering

You searched for subject:( propagation ). Showing records 1 – 30 of 33 total matches.

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Penn State University

1. Srivastaa, Ashutosh. DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS.

Degree: MS, Civil Engineering, 2009, Penn State University

 The primary objective of this study is to investigate the effect of sub-surface anomalies such as voids in the stratified soil media on surface wave… (more)

Subjects/Keywords: Wave propagation; Void detection; Continuous wavel

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

APA (6th Edition):

Srivastaa, A. (2009). DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9745

Chicago Manual of Style (16th Edition):

Srivastaa, Ashutosh. “DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS.” 2009. Masters Thesis, Penn State University. Accessed January 18, 2020. https://etda.libraries.psu.edu/catalog/9745.

MLA Handbook (7th Edition):

Srivastaa, Ashutosh. “DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS.” 2009. Web. 18 Jan 2020.

Vancouver:

Srivastaa A. DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 Jan 18]. Available from: https://etda.libraries.psu.edu/catalog/9745.

Council of Science Editors:

Srivastaa A. DETECTION OF SUBSURFACE VOIDS IN STRATIFIED MEDIA USING SEISMIC WAVE METHODS. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9745


University of Minnesota

2. Marck, Julien. A Nonlinear Dynamical Model of Borehole Spiraling.

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

 With the emergence of new measurement devices, the non-smooth nature of the borehole geometry has been comprehended more accurately. In many happenstances, the borehole has… (more)

Subjects/Keywords: Borehole propagation; Borehole spiraling; Delay differential equations; Directional drilling; Modeling

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APA (6th Edition):

Marck, J. (2015). A Nonlinear Dynamical Model of Borehole Spiraling. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/177131

Chicago Manual of Style (16th Edition):

Marck, Julien. “A Nonlinear Dynamical Model of Borehole Spiraling.” 2015. Doctoral Dissertation, University of Minnesota. Accessed January 18, 2020. http://hdl.handle.net/11299/177131.

MLA Handbook (7th Edition):

Marck, Julien. “A Nonlinear Dynamical Model of Borehole Spiraling.” 2015. Web. 18 Jan 2020.

Vancouver:

Marck J. A Nonlinear Dynamical Model of Borehole Spiraling. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/11299/177131.

Council of Science Editors:

Marck J. A Nonlinear Dynamical Model of Borehole Spiraling. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/177131


University of Illinois – Urbana-Champaign

3. Dankert, Guillermo Leo. Optimal resource allocation to maximize model accuracy.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 In the modelling of civil engineering structures, the engineer should make several assumptions to obtain a reasonable prediction of the behavior of the structure. Experience… (more)

Subjects/Keywords: Model uncertainty; Structural engineering; Soil structure interaction; Multi-model uncertainty propagation

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APA (6th Edition):

Dankert, G. L. (2017). Optimal resource allocation to maximize model accuracy. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97467

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):

Dankert, Guillermo Leo. “Optimal resource allocation to maximize model accuracy.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed January 18, 2020. http://hdl.handle.net/2142/97467.

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

MLA Handbook (7th Edition):

Dankert, Guillermo Leo. “Optimal resource allocation to maximize model accuracy.” 2017. Web. 18 Jan 2020.

Vancouver:

Dankert GL. Optimal resource allocation to maximize model accuracy. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2142/97467.

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

Council of Science Editors:

Dankert GL. Optimal resource allocation to maximize model accuracy. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97467

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


North Carolina State University

4. Thirunavukkarasu, Senganal. Absorbing Boundary Conditions for Molecular Dynamics.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 With the goal of minimizing the domain size for Molecular dynamics (MD) simulations, we develop a new class of absorbing boundary conditions (MD-ABC's) that can… (more)

Subjects/Keywords: molecular dynamics; wave propagation in discrete systems; absorbing boundary conditions

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APA (6th Edition):

Thirunavukkarasu, S. (2009). Absorbing Boundary Conditions for Molecular Dynamics. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1880

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):

Thirunavukkarasu, Senganal. “Absorbing Boundary Conditions for Molecular Dynamics.” 2009. Thesis, North Carolina State University. Accessed January 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/1880.

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

MLA Handbook (7th Edition):

Thirunavukkarasu, Senganal. “Absorbing Boundary Conditions for Molecular Dynamics.” 2009. Web. 18 Jan 2020.

Vancouver:

Thirunavukkarasu S. Absorbing Boundary Conditions for Molecular Dynamics. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Jan 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1880.

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

Council of Science Editors:

Thirunavukkarasu S. Absorbing Boundary Conditions for Molecular Dynamics. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1880

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


North Carolina State University

5. Yue, Bin. Novel Finite Element Methods for Wave Propagation Modeling.

Degree: PhD, Civil Engineering, 2004, North Carolina State University

 The phenomenon of wave propagation is encountered in various engineering problems related to earthquake engineering, nondestructive evaluation and acoustics. Due to the complex material and… (more)

Subjects/Keywords: finite element; wave propagation

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APA (6th Edition):

Yue, B. (2004). Novel Finite Element Methods for Wave Propagation Modeling. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5574

Chicago Manual of Style (16th Edition):

Yue, Bin. “Novel Finite Element Methods for Wave Propagation Modeling.” 2004. Doctoral Dissertation, North Carolina State University. Accessed January 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/5574.

MLA Handbook (7th Edition):

Yue, Bin. “Novel Finite Element Methods for Wave Propagation Modeling.” 2004. Web. 18 Jan 2020.

Vancouver:

Yue B. Novel Finite Element Methods for Wave Propagation Modeling. [Internet] [Doctoral dissertation]. North Carolina State University; 2004. [cited 2020 Jan 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5574.

Council of Science Editors:

Yue B. Novel Finite Element Methods for Wave Propagation Modeling. [Doctoral Dissertation]. North Carolina State University; 2004. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5574


Vanderbilt University

6. Hu, Ruize. Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials.

Degree: PhD, Civil Engineering, 2019, Vanderbilt University

 Periodic composites with tailored microstructures and material properties such as phononic crystals and acoustic metamaterials exhibit extraordinary capabilities in controlling elastic waves by manipulating band… (more)

Subjects/Keywords: computational mechanics; wave propagation; multiscale method; composites; viscoelasticity

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APA (6th Edition):

Hu, R. (2019). Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-02212019-140602/ ;

Chicago Manual of Style (16th Edition):

Hu, Ruize. “Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials.” 2019. Doctoral Dissertation, Vanderbilt University. Accessed January 18, 2020. http://etd.library.vanderbilt.edu/available/etd-02212019-140602/ ;.

MLA Handbook (7th Edition):

Hu, Ruize. “Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials.” 2019. Web. 18 Jan 2020.

Vancouver:

Hu R. Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials. [Internet] [Doctoral dissertation]. Vanderbilt University; 2019. [cited 2020 Jan 18]. Available from: http://etd.library.vanderbilt.edu/available/etd-02212019-140602/ ;.

Council of Science Editors:

Hu R. Multiscale Computational Methods for Wave Propagation in 2D Phononic Crystals and Acoustic Metamaterials. [Doctoral Dissertation]. Vanderbilt University; 2019. Available from: http://etd.library.vanderbilt.edu/available/etd-02212019-140602/ ;


University of Connecticut

7. Shrestha, Bibek R. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.

Degree: MS, Civil Engineering, 2012, University of Connecticut

  Percussive Dynamic Cone Penetrometer (PDCP) is a proposed lunar drilling instrument being developed by Honeybee Robotics Spacecraft Mechanisms Corporation that is a compact, low… (more)

Subjects/Keywords: Elastic Wave Propagation; PDCP; Dynamic Axial Loading; Planetary Drilling

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APA (6th Edition):

Shrestha, B. R. (2012). Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/332

Chicago Manual of Style (16th Edition):

Shrestha, Bibek R. “Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.” 2012. Masters Thesis, University of Connecticut. Accessed January 18, 2020. https://opencommons.uconn.edu/gs_theses/332.

MLA Handbook (7th Edition):

Shrestha, Bibek R. “Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device.” 2012. Web. 18 Jan 2020.

Vancouver:

Shrestha BR. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. [Internet] [Masters thesis]. University of Connecticut; 2012. [cited 2020 Jan 18]. Available from: https://opencommons.uconn.edu/gs_theses/332.

Council of Science Editors:

Shrestha BR. Study of Stress and Displacement Wave Propagation in a Planetary Drilling Device. [Masters Thesis]. University of Connecticut; 2012. Available from: https://opencommons.uconn.edu/gs_theses/332


University of Texas – Austin

8. -8221-3645. Subsurface elastic wave energy focusing based on a time reversal concept.

Degree: PhD, Civil Engineering, 2017, University of Texas – Austin

 In the context of wave propagation, time-reversal refers to the invariance of the wave equation when the direction of traversing the time line is reversed.… (more)

Subjects/Keywords: Wave focusing; Time-reversal; Wave propagation; PML; Absorbing boundary condition

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APA (6th Edition):

-8221-3645. (2017). Subsurface elastic wave energy focusing based on a time reversal concept. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/61529

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-8221-3645. “Subsurface elastic wave energy focusing based on a time reversal concept.” 2017. Doctoral Dissertation, University of Texas – Austin. Accessed January 18, 2020. http://hdl.handle.net/2152/61529.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-8221-3645. “Subsurface elastic wave energy focusing based on a time reversal concept.” 2017. Web. 18 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8221-3645. Subsurface elastic wave energy focusing based on a time reversal concept. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2017. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2152/61529.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-8221-3645. Subsurface elastic wave energy focusing based on a time reversal concept. [Doctoral Dissertation]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/61529

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Texas – Austin

9. Strecker, Adam Michael. Predicting damage and blast load propagation due to internal detonations.

Degree: PhD, Civil Engineering, 2015, University of Texas – Austin

 In recent years, the world has seen an increase in international terrorism. Terrorist attacks often involve explosive devices, and they frequently target non-military buildings constructed… (more)

Subjects/Keywords: Blast; Internal detonation; Blast propagation; Structural response to blast loads

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APA (6th Edition):

Strecker, A. M. (2015). Predicting damage and blast load propagation due to internal detonations. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/61817

Chicago Manual of Style (16th Edition):

Strecker, Adam Michael. “Predicting damage and blast load propagation due to internal detonations.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed January 18, 2020. http://hdl.handle.net/2152/61817.

MLA Handbook (7th Edition):

Strecker, Adam Michael. “Predicting damage and blast load propagation due to internal detonations.” 2015. Web. 18 Jan 2020.

Vancouver:

Strecker AM. Predicting damage and blast load propagation due to internal detonations. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2152/61817.

Council of Science Editors:

Strecker AM. Predicting damage and blast load propagation due to internal detonations. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/61817


Lehigh University

10. Pradhan, Tripti. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.

Degree: MS, Civil Engineering, 2015, Lehigh University

 Impact-echo (IE) is a widely accepted and applied non-destructive evaluation technique for quality control and defect characterization in concrete structures. IE is an acoustic method… (more)

Subjects/Keywords: Concrete; Finite element; Impact echo; Wave propagation; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Pradhan, T. (2015). Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1597

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):

Pradhan, Tripti. “Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.” 2015. Thesis, Lehigh University. Accessed January 18, 2020. https://preserve.lehigh.edu/etd/1597.

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

MLA Handbook (7th Edition):

Pradhan, Tripti. “Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.” 2015. Web. 18 Jan 2020.

Vancouver:

Pradhan T. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. [Internet] [Thesis]. Lehigh University; 2015. [cited 2020 Jan 18]. Available from: https://preserve.lehigh.edu/etd/1597.

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

Council of Science Editors:

Pradhan T. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. [Thesis]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/1597

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

11. Hosseini, Mojtaba. Impact failure analysis of structural elements;.

Degree: Civil Engineering, 2007, Aligarh Muslim University

Abstract available newline newline

Bibliography p.253-268

Advisors/Committee Members: Abbas, Husain.

Subjects/Keywords: Phenomenon; Resistance; Velocity; Load-deflection; Propagation

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APA (6th Edition):

Hosseini, M. (2007). Impact failure analysis of structural elements;. (Thesis). Aligarh Muslim University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/53017

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):

Hosseini, Mojtaba. “Impact failure analysis of structural elements;.” 2007. Thesis, Aligarh Muslim University. Accessed January 18, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/53017.

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

MLA Handbook (7th Edition):

Hosseini, Mojtaba. “Impact failure analysis of structural elements;.” 2007. Web. 18 Jan 2020.

Vancouver:

Hosseini M. Impact failure analysis of structural elements;. [Internet] [Thesis]. Aligarh Muslim University; 2007. [cited 2020 Jan 18]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/53017.

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

Council of Science Editors:

Hosseini M. Impact failure analysis of structural elements;. [Thesis]. Aligarh Muslim University; 2007. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/53017

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


University of Minnesota

12. Kovalyshen, Yevhen. Fluid-driven fracture in poroelastic medium.

Degree: PhD, Civil Engineering, 2010, University of Minnesota

 This research deals with an analysis of the problem of a fluid-driven fracture propagating through a poroelastic medium. Formulation of such model of an hydraulic… (more)

Subjects/Keywords: 3D diffusion; Backstress; Hydraulic fracturing; Leak-off; Poroelasticity; Propagation regimes; Civil Engineering

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APA (6th Edition):

Kovalyshen, Y. (2010). Fluid-driven fracture in poroelastic medium. (Doctoral Dissertation). University of Minnesota. Retrieved from http://purl.umn.edu/59581

Chicago Manual of Style (16th Edition):

Kovalyshen, Yevhen. “Fluid-driven fracture in poroelastic medium.” 2010. Doctoral Dissertation, University of Minnesota. Accessed January 18, 2020. http://purl.umn.edu/59581.

MLA Handbook (7th Edition):

Kovalyshen, Yevhen. “Fluid-driven fracture in poroelastic medium.” 2010. Web. 18 Jan 2020.

Vancouver:

Kovalyshen Y. Fluid-driven fracture in poroelastic medium. [Internet] [Doctoral dissertation]. University of Minnesota; 2010. [cited 2020 Jan 18]. Available from: http://purl.umn.edu/59581.

Council of Science Editors:

Kovalyshen Y. Fluid-driven fracture in poroelastic medium. [Doctoral Dissertation]. University of Minnesota; 2010. Available from: http://purl.umn.edu/59581


University of Southern California

13. Luo, Hao. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.

Degree: PhD, Civil Engineering, 2009, University of Southern California

 Seismic response of local sites is a significant problem that has been broadly researched for decades. It is an essential step in evaluating maximum intensity… (more)

Subjects/Keywords: analytical solution; earthquake waves; SH-waves; soil-structure interaction; topography; wave propagation

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APA (6th Edition):

Luo, H. (2009). Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990

Chicago Manual of Style (16th Edition):

Luo, Hao. “Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.” 2009. Doctoral Dissertation, University of Southern California. Accessed January 18, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990.

MLA Handbook (7th Edition):

Luo, Hao. “Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.” 2009. Web. 18 Jan 2020.

Vancouver:

Luo H. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. [Internet] [Doctoral dissertation]. University of Southern California; 2009. [cited 2020 Jan 18]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990.

Council of Science Editors:

Luo H. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. [Doctoral Dissertation]. University of Southern California; 2009. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990


Texas A&M University

14. Ling, Meng. A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements.

Degree: PhD, Civil Engineering, 2017, Texas A&M University

 Top-down cracking (TDC) is a major distress mode in asphalt pavements. It initiates from or near the pavement surface then propagates downward through the asphalt… (more)

Subjects/Keywords: Top-down cracking; Asphalt pavements; Mechanistic-empirical model; Oxidative aging; Crack initiation and propagation

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APA (6th Edition):

Ling, M. (2017). A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/166016

Chicago Manual of Style (16th Edition):

Ling, Meng. “A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements.” 2017. Doctoral Dissertation, Texas A&M University. Accessed January 18, 2020. http://hdl.handle.net/1969.1/166016.

MLA Handbook (7th Edition):

Ling, Meng. “A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements.” 2017. Web. 18 Jan 2020.

Vancouver:

Ling M. A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements. [Internet] [Doctoral dissertation]. Texas A&M University; 2017. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1969.1/166016.

Council of Science Editors:

Ling M. A Mechanistic-Empirical Model for Predicting Top-Down Cracking in Asphalt Pavements. [Doctoral Dissertation]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/166016


University of Texas – Austin

15. Patta, Sang Putra Pasca Rante. Analysis of soil-structure system response with adjustments to soil properties by perturbation method.

Degree: PhD, Civil Engineering, 2014, University of Texas – Austin

 The research described in this dissertation undertakes a computational study of wave motion due to ground excitation in layered soil media. Adjustments of soil properties… (more)

Subjects/Keywords: Finite element; Perturbation; Soil structure interaction; Wave propagation; Layered media; Equivalent linear analysis; Earthquake

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APA (6th Edition):

Patta, S. P. P. R. (2014). Analysis of soil-structure system response with adjustments to soil properties by perturbation method. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/25044

Chicago Manual of Style (16th Edition):

Patta, Sang Putra Pasca Rante. “Analysis of soil-structure system response with adjustments to soil properties by perturbation method.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed January 18, 2020. http://hdl.handle.net/2152/25044.

MLA Handbook (7th Edition):

Patta, Sang Putra Pasca Rante. “Analysis of soil-structure system response with adjustments to soil properties by perturbation method.” 2014. Web. 18 Jan 2020.

Vancouver:

Patta SPPR. Analysis of soil-structure system response with adjustments to soil properties by perturbation method. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2152/25044.

Council of Science Editors:

Patta SPPR. Analysis of soil-structure system response with adjustments to soil properties by perturbation method. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/25044


University of Southern California

16. Chien, Alex Yuhwen. A complete time-harmonic radiation boundary for discrete elastodynamic models.

Degree: PhD, Civil Engineering, University of Southern California

 A complete radiation boundary has been designed for time-harmonic wave propagation problems in an elastic medium. The algorithm was designed without computational efficiency in mind;… (more)

Subjects/Keywords: radiation boundary; wave propagation; soil-structure interaction; finite element

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

APA (6th Edition):

Chien, A. Y. (n.d.). A complete time-harmonic radiation boundary for discrete elastodynamic models. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/158687/rec/140

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Chien, Alex Yuhwen. “A complete time-harmonic radiation boundary for discrete elastodynamic models.” Doctoral Dissertation, University of Southern California. Accessed January 18, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/158687/rec/140.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Chien, Alex Yuhwen. “A complete time-harmonic radiation boundary for discrete elastodynamic models.” Web. 18 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Chien AY. A complete time-harmonic radiation boundary for discrete elastodynamic models. [Internet] [Doctoral dissertation]. University of Southern California; [cited 2020 Jan 18]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/158687/rec/140.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Chien AY. A complete time-harmonic radiation boundary for discrete elastodynamic models. [Doctoral Dissertation]. University of Southern California; Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/158687/rec/140

Note: this citation may be lacking information needed for this citation format:
No year of publication.


Arizona State University

17. Tschetter, Ryan William. Numerical Solutions of Wave Propagation in Beams.

Degree: Civil Engineering, 2016, Arizona State University

 In order to verify the dispersive nature of transverse displacement in a beam, a deep understanding of the governing partial differential equation is developed. Using… (more)

Subjects/Keywords: Engineering; Mechanics; Euler Bernoulli Beam; Finite Element Method; Partial Differential Equation; Rayleigh Beam; Timoshenko Beam; Wave Propagation

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APA (6th Edition):

Tschetter, R. W. (2016). Numerical Solutions of Wave Propagation in Beams. (Masters Thesis). Arizona State University. Retrieved from http://repository.asu.edu/items/38587

Chicago Manual of Style (16th Edition):

Tschetter, Ryan William. “Numerical Solutions of Wave Propagation in Beams.” 2016. Masters Thesis, Arizona State University. Accessed January 18, 2020. http://repository.asu.edu/items/38587.

MLA Handbook (7th Edition):

Tschetter, Ryan William. “Numerical Solutions of Wave Propagation in Beams.” 2016. Web. 18 Jan 2020.

Vancouver:

Tschetter RW. Numerical Solutions of Wave Propagation in Beams. [Internet] [Masters thesis]. Arizona State University; 2016. [cited 2020 Jan 18]. Available from: http://repository.asu.edu/items/38587.

Council of Science Editors:

Tschetter RW. Numerical Solutions of Wave Propagation in Beams. [Masters Thesis]. Arizona State University; 2016. Available from: http://repository.asu.edu/items/38587


Queens University

18. Oveisy, Ali. A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions .

Degree: Civil Engineering, 2009, Queens University

 It is well known that surface water waves interact with fluid mud on the sea bed. Wave mud interaction results in high wave energy dissipation… (more)

Subjects/Keywords: wave_mud interaction; wave propagation; visco elasic plastic; wave attenuation

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APA (6th Edition):

Oveisy, A. (2009). A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/2000

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):

Oveisy, Ali. “A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions .” 2009. Thesis, Queens University. Accessed January 18, 2020. http://hdl.handle.net/1974/2000.

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

MLA Handbook (7th Edition):

Oveisy, Ali. “A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions .” 2009. Web. 18 Jan 2020.

Vancouver:

Oveisy A. A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions . [Internet] [Thesis]. Queens University; 2009. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/1974/2000.

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

Council of Science Editors:

Oveisy A. A Two-Dimensional Horizontal Wave Propagation and Mud Mass Transport Model on Muddy Coastal Regions . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/2000

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


University of Michigan

19. Chuang, Wei-Chu. Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures.

Degree: PhD, Civil Engineering, 2019, University of Michigan

 Current prescriptive design provisions are moving towards performance-based design (PBD) approaches in which system-level probabilistic measures are used to explicitly describe performance. One of the… (more)

Subjects/Keywords: Performance-based wind engineering; Dynamic shakedown; Reliability analysis; Inelastic wind response; Uncertainty propagation; Metamodeling; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Chuang, W. (2019). Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/151699

Chicago Manual of Style (16th Edition):

Chuang, Wei-Chu. “Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures.” 2019. Doctoral Dissertation, University of Michigan. Accessed January 18, 2020. http://hdl.handle.net/2027.42/151699.

MLA Handbook (7th Edition):

Chuang, Wei-Chu. “Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures.” 2019. Web. 18 Jan 2020.

Vancouver:

Chuang W. Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures. [Internet] [Doctoral dissertation]. University of Michigan; 2019. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2027.42/151699.

Council of Science Editors:

Chuang W. Innovative Frameworks for the Probabilistic Performance-Based Design of Inelastic Wind Excited Structures. [Doctoral Dissertation]. University of Michigan; 2019. Available from: http://hdl.handle.net/2027.42/151699


University of Pretoria

20. Cai, Qingbo. Finite element modelling of cracking in concrete gravity dams.

Degree: PhD, Civil Engineering, 2008, University of Pretoria

 Evaluating the safety of unreinforced concrete structures, such as concrete dams, requires an accurate prediction of cracking. Developing a suitable constitutive material model and a… (more)

Subjects/Keywords: Crack modeling; Bilinear softening; Crack propagation; Dam safety; Computational procedure; Constitutive crack model; Non-linear fracture mechanics; Concrete gravity dams; Smeared crack approach; UCTD

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APA (6th Edition):

Cai, Q. (2008). Finite element modelling of cracking in concrete gravity dams. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25973

Chicago Manual of Style (16th Edition):

Cai, Qingbo. “Finite element modelling of cracking in concrete gravity dams.” 2008. Doctoral Dissertation, University of Pretoria. Accessed January 18, 2020. http://hdl.handle.net/2263/25973.

MLA Handbook (7th Edition):

Cai, Qingbo. “Finite element modelling of cracking in concrete gravity dams.” 2008. Web. 18 Jan 2020.

Vancouver:

Cai Q. Finite element modelling of cracking in concrete gravity dams. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2263/25973.

Council of Science Editors:

Cai Q. Finite element modelling of cracking in concrete gravity dams. [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25973


North Carolina State University

21. Lim, Keng Wit. Absorbing Boundary Conditions For Corner Regions.

Degree: MS, Civil Engineering, 2003, North Carolina State University

 This thesis contains the work that extends the continued fraction absorbing boundary conditions (CFABC's) to corner regions. We combine the ideas related to optimal discretization… (more)

Subjects/Keywords: absorbing boundary conditions; perfectly matched layers; continued fraction absorbing boundary conditions; wave propagation

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APA (6th Edition):

Lim, K. W. (2003). Absorbing Boundary Conditions For Corner Regions. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/391

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):

Lim, Keng Wit. “Absorbing Boundary Conditions For Corner Regions.” 2003. Thesis, North Carolina State University. Accessed January 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/391.

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

MLA Handbook (7th Edition):

Lim, Keng Wit. “Absorbing Boundary Conditions For Corner Regions.” 2003. Web. 18 Jan 2020.

Vancouver:

Lim KW. Absorbing Boundary Conditions For Corner Regions. [Internet] [Thesis]. North Carolina State University; 2003. [cited 2020 Jan 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/391.

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

Council of Science Editors:

Lim KW. Absorbing Boundary Conditions For Corner Regions. [Thesis]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/391

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


University of Akron

22. Yang, Mijia. IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES.

Degree: PhD, Civil Engineering, 2006, University of Akron

 Sandwich structures are broadly used in the aerospace and automotive industries, particularly as energy absorption materials. Recent interest and application of sandwich structures in civil… (more)

Subjects/Keywords: Engineering, Civil; IMPACT MECHANICS; SANDWICH; COMPOSITE; FAILURE; WAVE PROPAGATION; ENERGY ABSORPTION; ELASTIC-PLASTIC

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APA (6th Edition):

Yang, M. (2006). IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1142444606

Chicago Manual of Style (16th Edition):

Yang, Mijia. “IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES.” 2006. Doctoral Dissertation, University of Akron. Accessed January 18, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1142444606.

MLA Handbook (7th Edition):

Yang, Mijia. “IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES.” 2006. Web. 18 Jan 2020.

Vancouver:

Yang M. IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES. [Internet] [Doctoral dissertation]. University of Akron; 2006. [cited 2020 Jan 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1142444606.

Council of Science Editors:

Yang M. IMPACT MECHANICS OF ELASTIC AND ELASTIC-PLASTIC SANDWICH STRUCTURES. [Doctoral Dissertation]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1142444606

23. Pagnotta, Alexander. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Accurate assessment of engineered infrastructure using nondestructive testing (NDT) is critical to the proper scheduling of the maintenance and/or replacement of infrastructure components. In reinforced… (more)

Subjects/Keywords: Impact-Echo; Defect Detection; Mechanical Wave Propagation; Probability of Detection

…and is tentatively titled “Examining Assumptions Regarding Disturbance Propagation in the… …material. The propagation and subsequent reflection and transmission of the disturbance may… …produce a measurable mechanical response from which the propagation history of the disturbance… …impact  the impact-generated disturbance  the propagation of the impact-generated… …disturbance  the resonance formation as a result of disturbance propagation  the measurement… 

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APA (6th Edition):

Pagnotta, A. (2018). Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102481

Chicago Manual of Style (16th Edition):

Pagnotta, Alexander. “Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 18, 2020. http://hdl.handle.net/2142/102481.

MLA Handbook (7th Edition):

Pagnotta, Alexander. “Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete.” 2018. Web. 18 Jan 2020.

Vancouver:

Pagnotta A. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2142/102481.

Council of Science Editors:

Pagnotta A. Probabilistic impact-echo method for nondestructive detection of defects around steel reinforcing bars in reinforced concrete. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102481


University of Illinois – Urbana-Champaign

24. Gupta, Piyush. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Hydraulic fractures are a class of tensile fractures that occur in brittle and quasi-brittle materials due to the injection of a viscous fluid. Hydraulic fractures… (more)

Subjects/Keywords: Hydraulic fracturing; Generalized Finite Element Method (GFEM); Extended Finite Element Method (XFEM); Multi-physics; Coupled formulation; Hydro-mechanical coupling; Non-planar fracture propagation; Injection fracturing; Reynold’s lubrication theory; Fluid flow; Fluid-Driven fracturing; Geomechanics

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APA (6th Edition):

Gupta, P. (2016). A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90534

Chicago Manual of Style (16th Edition):

Gupta, Piyush. “A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed January 18, 2020. http://hdl.handle.net/2142/90534.

MLA Handbook (7th Edition):

Gupta, Piyush. “A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.” 2016. Web. 18 Jan 2020.

Vancouver:

Gupta P. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2020 Jan 18]. Available from: http://hdl.handle.net/2142/90534.

Council of Science Editors:

Gupta P. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90534


University of Florida

25. Kim, Jin-Tae, 1969-. Development and testing of computational procedures for signal timing design at isolated intersections.

Degree: PhD, Civil Engineering, 2001, University of Florida

Subjects/Keywords: Estimation methods; Intersections; Left turns; Motor vehicle traffic; Propagation delay; Signals; Simulations; Traffic delay; Traffic estimation; Transportation

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APA (6th Edition):

Kim, Jin-Tae, 1. (2001). Development and testing of computational procedures for signal timing design at isolated intersections. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00039277

Chicago Manual of Style (16th Edition):

Kim, Jin-Tae, 1969-. “Development and testing of computational procedures for signal timing design at isolated intersections.” 2001. Doctoral Dissertation, University of Florida. Accessed January 18, 2020. http://ufdc.ufl.edu/AA00039277.

MLA Handbook (7th Edition):

Kim, Jin-Tae, 1969-. “Development and testing of computational procedures for signal timing design at isolated intersections.” 2001. Web. 18 Jan 2020.

Vancouver:

Kim, Jin-Tae 1. Development and testing of computational procedures for signal timing design at isolated intersections. [Internet] [Doctoral dissertation]. University of Florida; 2001. [cited 2020 Jan 18]. Available from: http://ufdc.ufl.edu/AA00039277.

Council of Science Editors:

Kim, Jin-Tae 1. Development and testing of computational procedures for signal timing design at isolated intersections. [Doctoral Dissertation]. University of Florida; 2001. Available from: http://ufdc.ufl.edu/AA00039277


Clemson University

26. Malek mohammadi, Siamak. Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions.

Degree: PhD, Civil Engineering, 2009, Clemson University

 Solitary waves and water surface depressions are generated using a piston-type wavemaker. Different aspects of their propagation including profile evolution, establishment rate, stability, and celerity… (more)

Subjects/Keywords: Laboratory Wave Generation; Solitary Wave; Tsunami; Water Surface Depression; Wave Propagation; Wave Tank; Ocean Engineering

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APA (6th Edition):

Malek mohammadi, S. (2009). Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/475

Chicago Manual of Style (16th Edition):

Malek mohammadi, Siamak. “Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions.” 2009. Doctoral Dissertation, Clemson University. Accessed January 18, 2020. https://tigerprints.clemson.edu/all_dissertations/475.

MLA Handbook (7th Edition):

Malek mohammadi, Siamak. “Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions.” 2009. Web. 18 Jan 2020.

Vancouver:

Malek mohammadi S. Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions. [Internet] [Doctoral dissertation]. Clemson University; 2009. [cited 2020 Jan 18]. Available from: https://tigerprints.clemson.edu/all_dissertations/475.

Council of Science Editors:

Malek mohammadi S. Laboratory Generation and Physics of Propagation of Solitary Waves and Water Surface Depressions. [Doctoral Dissertation]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_dissertations/475

27. Hui, Tong. Multiscale modeling of the dynamic response of composite structures.

Degree: PhD, Civil Engineering, 2014, Vanderbilt University

 This research proposes a computational framework of the dynamic response of composite structures based on the mathematical homogenization theory with multiple spatial scales. The computational… (more)

Subjects/Keywords: Laplace transform; finite element analysis; homogenization; multiscale; phononic bands; wave propagation

…120 36 One-dimensional wave propagation in viscoelastic-elastic composite beam. . 120 37… …frequency bands within which the wave propagation is completely blocked. Band structures were… …propagation due to material dissipation. A good example is polyurea based composite structures… …a number of recent investigations. A predictive model for wave propagation in viscoelastic… …multiple spatial scales provides a rigorous methodology for modeling wave propagation in… 

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APA (6th Edition):

Hui, T. (2014). Multiscale modeling of the dynamic response of composite structures. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-07022014-111728/ ;

Chicago Manual of Style (16th Edition):

Hui, Tong. “Multiscale modeling of the dynamic response of composite structures.” 2014. Doctoral Dissertation, Vanderbilt University. Accessed January 18, 2020. http://etd.library.vanderbilt.edu/available/etd-07022014-111728/ ;.

MLA Handbook (7th Edition):

Hui, Tong. “Multiscale modeling of the dynamic response of composite structures.” 2014. Web. 18 Jan 2020.

Vancouver:

Hui T. Multiscale modeling of the dynamic response of composite structures. [Internet] [Doctoral dissertation]. Vanderbilt University; 2014. [cited 2020 Jan 18]. Available from: http://etd.library.vanderbilt.edu/available/etd-07022014-111728/ ;.

Council of Science Editors:

Hui T. Multiscale modeling of the dynamic response of composite structures. [Doctoral Dissertation]. Vanderbilt University; 2014. Available from: http://etd.library.vanderbilt.edu/available/etd-07022014-111728/ ;

28. Hu, Hyejung. Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS).

Degree: PhD, Civil Engineering, 2008, North Carolina State University

 The objective of this study was to develop valid methodologies for addressing several limitations of the current Advanced Traveler Information Systems (ATIS) evaluation tools. This… (more)

Subjects/Keywords: logit model; NC triangle region; VII; ATIS; ubiquitous transportation; user behavior model; natural diversion; queue propagation algorithm

…Network for Testing the Queue Propagation in DYNASMART-P.... 61 Figure 4.2 Volume on Upstream… …development attention because it has strength on describing the dynamics of network flow propagation… …realistic queue propagation. The algorithm of the simulator, therefore, appeared to… …work, it is essential to improve the original queue propagation methodology to achieve more… …Improving and if necessary replacing the queue propagation algorithm in ATIS modeling environments… 

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APA (6th Edition):

Hu, H. (2008). Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS). (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3780

Chicago Manual of Style (16th Edition):

Hu, Hyejung. “Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS).” 2008. Doctoral Dissertation, North Carolina State University. Accessed January 18, 2020. http://www.lib.ncsu.edu/resolver/1840.16/3780.

MLA Handbook (7th Edition):

Hu, Hyejung. “Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS).” 2008. Web. 18 Jan 2020.

Vancouver:

Hu H. Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS). [Internet] [Doctoral dissertation]. North Carolina State University; 2008. [cited 2020 Jan 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3780.

Council of Science Editors:

Hu H. Measuring the Effectiveness of Advanced Traveler Information Systems (ATIS). [Doctoral Dissertation]. North Carolina State University; 2008. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3780


University of Florida

29. Wu, Jer-Wei James, 1965-. Evaluation and enhancement of opposed left-turn flow analysis methodology.

Degree: PhD, Civil Engineering, 1995, University of Florida

Subjects/Keywords: Flow velocity; Left turns; Modeling; Propagation delay; Signals; Simulations; Sneakers; Traffic delay; Traffic estimation; Transportation; Electronic traffic controls  – Mathematical models; Traffic signs and signals  – Mathematical models

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APA (6th Edition):

Wu, Jer-Wei James, 1. (1995). Evaluation and enhancement of opposed left-turn flow analysis methodology. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00040494

Chicago Manual of Style (16th Edition):

Wu, Jer-Wei James, 1965-. “Evaluation and enhancement of opposed left-turn flow analysis methodology.” 1995. Doctoral Dissertation, University of Florida. Accessed January 18, 2020. http://ufdc.ufl.edu/AA00040494.

MLA Handbook (7th Edition):

Wu, Jer-Wei James, 1965-. “Evaluation and enhancement of opposed left-turn flow analysis methodology.” 1995. Web. 18 Jan 2020.

Vancouver:

Wu, Jer-Wei James 1. Evaluation and enhancement of opposed left-turn flow analysis methodology. [Internet] [Doctoral dissertation]. University of Florida; 1995. [cited 2020 Jan 18]. Available from: http://ufdc.ufl.edu/AA00040494.

Council of Science Editors:

Wu, Jer-Wei James 1. Evaluation and enhancement of opposed left-turn flow analysis methodology. [Doctoral Dissertation]. University of Florida; 1995. Available from: http://ufdc.ufl.edu/AA00040494

30. Hashtroodi, Seyedowjan. Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam.

Degree: MS, Civil Engineering, 2014, University of Toledo

 Recently, a pre-stressed spandrel L beam of a parking garage at Northwest Ohio failed. Upon visiting the site and inspecting the beam, it was illustrated… (more)

Subjects/Keywords: Engineering; Crack Propagation; pre-stressed concrete; prestressed concrete; Finite Element; Abaqus; RESPONSE2000; MathCAD; Parking Garage; Spandrel Beam

…74 6 Crack Propagation Simulation Using ABAQUS… …6.3 Crack Propagation Analysis of Beam with two half-inch broken Tendons …88 7 Conclusions… …89 6.9 Initiation of Crack Propagation in Beam… …90 6.10 Crack propagation of beam, few steps prior to failure… …91 6.11 Crack propagation, one step before failure, front view… 

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

APA (6th Edition):

Hashtroodi, S. (2014). Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1420753991

Chicago Manual of Style (16th Edition):

Hashtroodi, Seyedowjan. “Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam.” 2014. Masters Thesis, University of Toledo. Accessed January 18, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1420753991.

MLA Handbook (7th Edition):

Hashtroodi, Seyedowjan. “Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam.” 2014. Web. 18 Jan 2020.

Vancouver:

Hashtroodi S. Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam. [Internet] [Masters thesis]. University of Toledo; 2014. [cited 2020 Jan 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1420753991.

Council of Science Editors:

Hashtroodi S. Crack Propagation Analysis of a Pre-stressed L-shaped Spandrel Parking Garage Beam. [Masters Thesis]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1420753991

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