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You searched for +publisher:"Clemson University" +contributor:("Ravichandran , Nadarajah"). Showing records 1 – 23 of 23 total matches.

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Clemson University

1. Prabhu, Saurabh. STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS.

Degree: MS, Civil Engineering, 2011, Clemson University

 Structural Health Monitoring (SHM) is a well-accepted diagnostic technique being used to evaluate modern structures. This method involves monitoring the vibration response of a structure… (more)

Subjects/Keywords: feature extraction; historic monuments; preservation; sensor optimization; Structural health monitoring; vibration testing; Civil Engineering

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APA (6th Edition):

Prabhu, S. (2011). STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1160

Chicago Manual of Style (16th Edition):

Prabhu, Saurabh. “STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS.” 2011. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1160.

MLA Handbook (7th Edition):

Prabhu, Saurabh. “STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS.” 2011. Web. 19 Feb 2020.

Vancouver:

Prabhu S. STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1160.

Council of Science Editors:

Prabhu S. STRUCTURAL HEALTH MONITORING OF HISTORIC MASONRY MONUMENTS. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1160


Clemson University

2. Pei, Bin. AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS.

Degree: MS, Civil Engineering, 2012, Clemson University

 This thesis describes the development of a procedure to quantify errors in hurricane storm surge simulations using a decoupled wind-surge model. The state-of-the-art storm surge… (more)

Subjects/Keywords: ADCIRC; hurricane storm surge; modeling error quantification; wind field model; Civil Engineering

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APA (6th Edition):

Pei, B. (2012). AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1536

Chicago Manual of Style (16th Edition):

Pei, Bin. “AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1536.

MLA Handbook (7th Edition):

Pei, Bin. “AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS.” 2012. Web. 19 Feb 2020.

Vancouver:

Pei B. AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1536.

Council of Science Editors:

Pei B. AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1536


Clemson University

3. Bunting, Gregory. Retrofit Solutions for Sealed Pervious Concrete Pavements.

Degree: MS, Civil Engineering, 2011, Clemson University

 The goal of this research was to design, implement, and evaluate several retrofit solutions for sealed pervious concrete. Properly functioning pervious concrete pavements allow water… (more)

Subjects/Keywords: Clogging; Concrete; Pervious; Pervious Concrete; Retrofit; Sealed; Civil Engineering

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APA (6th Edition):

Bunting, G. (2011). Retrofit Solutions for Sealed Pervious Concrete Pavements. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1189

Chicago Manual of Style (16th Edition):

Bunting, Gregory. “Retrofit Solutions for Sealed Pervious Concrete Pavements.” 2011. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1189.

MLA Handbook (7th Edition):

Bunting, Gregory. “Retrofit Solutions for Sealed Pervious Concrete Pavements.” 2011. Web. 19 Feb 2020.

Vancouver:

Bunting G. Retrofit Solutions for Sealed Pervious Concrete Pavements. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1189.

Council of Science Editors:

Bunting G. Retrofit Solutions for Sealed Pervious Concrete Pavements. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1189


Clemson University

4. Li, Tun. LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME.

Degree: MS, Civil Engineering, 2012, Clemson University

  This thesis first establishes a semi-empirical relationship to estimate the reduction in load carrying capacity of a masonry dome due to damage by exploiting… (more)

Subjects/Keywords: Destructive Testing; Experimental Modal Analysis; FE Model Calibration; FE Modeling; Masonry Dome; Structural Engineering; Civil Engineering

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APA (6th Edition):

Li, T. (2012). LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1449

Chicago Manual of Style (16th Edition):

Li, Tun. “LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1449.

MLA Handbook (7th Edition):

Li, Tun. “LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME.” 2012. Web. 19 Feb 2020.

Vancouver:

Li T. LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1449.

Council of Science Editors:

Li T. LOAD CARRYING CAPACITY ASSESSMENT OF A MASONRY DOME. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1449


Clemson University

5. Machmer, Brian. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.

Degree: MS, Civil Engineering, 2012, Clemson University

  The purpose of this research was to further understand the behavior of pile foundations in unsaturated soils subjected to lateral loading. Recent case histories… (more)

Subjects/Keywords: bearing capacity in unsaturated soils; centrifuge testing; finite element modeling; Monte Carlo; pile foundation; unsaturated soil dynamics; Civil Engineering

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APA (6th Edition):

Machmer, B. (2012). Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1395

Chicago Manual of Style (16th Edition):

Machmer, Brian. “Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1395.

MLA Handbook (7th Edition):

Machmer, Brian. “Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading.” 2012. Web. 19 Feb 2020.

Vancouver:

Machmer B. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1395.

Council of Science Editors:

Machmer B. Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1395


Clemson University

6. Chowdhury, Md nasimul hoque. IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS.

Degree: MS, Civil Engineering, 2013, Clemson University

  Scour around bridge piers and abutments, is the prominent reason for bridge failures. Bridge failures have substantial effects on economy and human lives. About… (more)

Subjects/Keywords: Scour; Sonar; TDR; Civil Engineering

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APA (6th Edition):

Chowdhury, M. n. h. (2013). IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1762

Chicago Manual of Style (16th Edition):

Chowdhury, Md nasimul hoque. “IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS.” 2013. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1762.

MLA Handbook (7th Edition):

Chowdhury, Md nasimul hoque. “IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS.” 2013. Web. 19 Feb 2020.

Vancouver:

Chowdhury Mnh. IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1762.

Council of Science Editors:

Chowdhury Mnh. IMPACT OF CHANNEL CONDITIONS ON EXISTING SCOUR MEASURING INSTRUMENTS. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1762


Clemson University

7. Esposito, Michael, III. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.

Degree: MS, Civil Engineering, 2012, Clemson University

  The procedures used to freeze and sample a Pleistocene sand deposit at the Coastal Research and Education Center near Charleston, South Carolina to preserve… (more)

Subjects/Keywords: Cone penetration test; Frozen soil; Instrumentation; Sampling; Sand; Soil liquefaction; Civil Engineering

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APA (6th Edition):

Esposito, Michael, I. (2012). IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1550

Chicago Manual of Style (16th Edition):

Esposito, Michael, III. “IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1550.

MLA Handbook (7th Edition):

Esposito, Michael, III. “IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN.” 2012. Web. 19 Feb 2020.

Vancouver:

Esposito, Michael I. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1550.

Council of Science Editors:

Esposito, Michael I. IN SITU GROUND FREEZING AND SAMPLING OF A PLEISTOCENE SAND DEPOSIT IN THE SOUTH CAROLINA COASTAL PLAIN. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1550


Clemson University

8. Huggins, Eleanor. NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS.

Degree: MS, Civil Engineering, 2012, Clemson University

  Shredded tires have been considered as a suitable alternative to conventional sand and gravel backfill materials as they offer benefits from their significantly lower… (more)

Subjects/Keywords: Finite Element Analysis; Reliability; Retaining Walls; Shredded Tires; Civil Engineering

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APA (6th Edition):

Huggins, E. (2012). NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1437

Chicago Manual of Style (16th Edition):

Huggins, Eleanor. “NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1437.

MLA Handbook (7th Edition):

Huggins, Eleanor. “NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS.” 2012. Web. 19 Feb 2020.

Vancouver:

Huggins E. NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1437.

Council of Science Editors:

Huggins E. NUMERICAL AND RELIABILITY ANALYSIS OF GRAVITY CANTILEVER RETAINING WALLS BACKFILLED WITH SHREDDED TIRES SUBJECTED TO SEISMIC LOADS. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1437


Clemson University

9. Johnson, Earnest. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.

Degree: MS, Civil Engineering, 2012, Clemson University

  Levee failure due to scouring has been a prominent occurrence among intense storm surges and waves, giving rise to the implementation of various scour… (more)

Subjects/Keywords: corelocs; levee; overtopping; riprap; scour; storm surge; Civil Engineering

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APA (6th Edition):

Johnson, E. (2012). A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1434

Chicago Manual of Style (16th Edition):

Johnson, Earnest. “A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1434.

MLA Handbook (7th Edition):

Johnson, Earnest. “A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins.” 2012. Web. 19 Feb 2020.

Vancouver:

Johnson E. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1434.

Council of Science Editors:

Johnson E. A Laboratory Study of Levee Scour from Overtopping Storm Waves and Protection for Robust Desgins. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1434


Clemson University

10. Van buren, Kendra. Predictive Modeling of Wind Turbine Blades.

Degree: MS, Civil Engineering, 2011, Clemson University

 Wind turbine blades are being produced at a larger scale in order to meet demands from the burgeoning U.S. wind energy industry, and are forecasted… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Van buren, K. (2011). Predictive Modeling of Wind Turbine Blades. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1098

Chicago Manual of Style (16th Edition):

Van buren, Kendra. “Predictive Modeling of Wind Turbine Blades.” 2011. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1098.

MLA Handbook (7th Edition):

Van buren, Kendra. “Predictive Modeling of Wind Turbine Blades.” 2011. Web. 19 Feb 2020.

Vancouver:

Van buren K. Predictive Modeling of Wind Turbine Blades. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1098.

Council of Science Editors:

Van buren K. Predictive Modeling of Wind Turbine Blades. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1098


Clemson University

11. Lai, Wencong. Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter.

Degree: MS, Civil Engineering, 2010, Clemson University

 A water surface slope limiting scheme is applied to numerically solve the one dimensional shallow water equations with bottom slope source term. The total variation… (more)

Subjects/Keywords: Discontinuous finite element method; Discontinuous Galerkin; shallow water flow; water surface slope limiter; Civil Engineering

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APA (6th Edition):

Lai, W. (2010). Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1007

Chicago Manual of Style (16th Edition):

Lai, Wencong. “Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter.” 2010. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1007.

MLA Handbook (7th Edition):

Lai, Wencong. “Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter.” 2010. Web. 19 Feb 2020.

Vancouver:

Lai W. Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1007.

Council of Science Editors:

Lai W. Discontinuous Galerkin Method for 1D Shallow Water Flow with Water Surface Slope Limiter. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/1007


Clemson University

12. Freeman, Clay. ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH.

Degree: MS, Environmental Engineering, 2012, Clemson University

  Water storage in the soil is important for many hydrologic problems, but measuring how the storage changes at an appropriate scale remains a challenge.… (more)

Subjects/Keywords: evapotranspiration; extensometer; intermediate scale; recharge; soil moisture; technique; Engineering

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APA (6th Edition):

Freeman, C. (2012). ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2239

Chicago Manual of Style (16th Edition):

Freeman, Clay. “ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH.” 2012. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/2239.

MLA Handbook (7th Edition):

Freeman, Clay. “ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH.” 2012. Web. 19 Feb 2020.

Vancouver:

Freeman C. ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/2239.

Council of Science Editors:

Freeman C. ESTIMATING WATER FLUX AND STORAGE USING DISPLACEMENT MEASUREMENTS IN SAPROLITE AT DEPTH. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/2239


Clemson University

13. Shrestha, Shweta. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.

Degree: MS, Civil Engineering, 2015, Clemson University

 Wind turbines play a vital role in producing sustainable and clean energy to fulfill the growing energy needs. Energy generated from wind turbines being more… (more)

Subjects/Keywords: foundation; geotechnical; piled-raft; pile group; wind turbine; Civil Engineering

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APA (6th Edition):

Shrestha, S. (2015). DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2291

Chicago Manual of Style (16th Edition):

Shrestha, Shweta. “DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.” 2015. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/2291.

MLA Handbook (7th Edition):

Shrestha, Shweta. “DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES.” 2015. Web. 19 Feb 2020.

Vancouver:

Shrestha S. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. [Internet] [Masters thesis]. Clemson University; 2015. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/2291.

Council of Science Editors:

Shrestha S. DESIGN AND ANALYSIS OF FOUNDATION FOR ONSHORE TALL WIND TURBINES. [Masters Thesis]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_theses/2291


Clemson University

14. Prabhu, Saurabh. ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES.

Degree: PhD, Civil Engineering, 2015, Clemson University

 In the context of scientific computing, validation aims to determine the worthiness of a model in supporting critical decision making. This determination must occur given… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Prabhu, S. (2015). ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1563

Chicago Manual of Style (16th Edition):

Prabhu, Saurabh. “ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES.” 2015. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/1563.

MLA Handbook (7th Edition):

Prabhu, Saurabh. “ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES.” 2015. Web. 19 Feb 2020.

Vancouver:

Prabhu S. ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES. [Internet] [Doctoral dissertation]. Clemson University; 2015. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/1563.

Council of Science Editors:

Prabhu S. ROBUST MODEL DEVELOPMENT FOR EVALUATION OF EXISTING STRUCTURES. [Doctoral Dissertation]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_dissertations/1563


Clemson University

15. Heidari, Tahereh. CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA.

Degree: PhD, Civil Engineering, 2011, Clemson University

 Liquefaction potential of major Pleistocene deposits in the Greater Charleston area, South Carolina is investigated in this dissertation. The data considered to characterize liquefaction potential… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Heidari, T. (2011). CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/682

Chicago Manual of Style (16th Edition):

Heidari, Tahereh. “CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA.” 2011. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/682.

MLA Handbook (7th Edition):

Heidari, Tahereh. “CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA.” 2011. Web. 19 Feb 2020.

Vancouver:

Heidari T. CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA. [Internet] [Doctoral dissertation]. Clemson University; 2011. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/682.

Council of Science Editors:

Heidari T. CHARACTERIZING LIQUEFACTION POTENTIAL OF PLEISTOCENE SOIL DEPOSITS IN THE CHARLESTON AREA, SOUTH CAROLINA. [Doctoral Dissertation]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_dissertations/682


Clemson University

16. Krishnapillai, Hadakopan. A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION.

Degree: PhD, Civil Engineering, 2011, Clemson University

 The unsaturated soil mechanics is one of the emerging fields that require extensive studies to understand its behavior under various loading and environmental conditions. Unsaturated… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Krishnapillai, H. (2011). A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/735

Chicago Manual of Style (16th Edition):

Krishnapillai, Hadakopan. “A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION.” 2011. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/735.

MLA Handbook (7th Edition):

Krishnapillai, Hadakopan. “A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION.” 2011. Web. 19 Feb 2020.

Vancouver:

Krishnapillai H. A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION. [Internet] [Doctoral dissertation]. Clemson University; 2011. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/735.

Council of Science Editors:

Krishnapillai H. A FINITE ELEMENT MODEL FOR COUPLED DEFORMATION-FLOW ANALYSIS OF UNSATURATED SOIL-STRUCTURE SYSTEMS AND ITS VALIDATION. [Doctoral Dissertation]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_dissertations/735


Clemson University

17. Van buren, Kendra. Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades.

Degree: PhD, Civil Engineering, 2012, Clemson University

 In the field of wind energy, modeling and simulation techniques provide an efficient and economical alternative to experimentation for studying the behavior of wind turbines.… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Van buren, K. (2012). Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1042

Chicago Manual of Style (16th Edition):

Van buren, Kendra. “Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades.” 2012. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/1042.

MLA Handbook (7th Edition):

Van buren, Kendra. “Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades.” 2012. Web. 19 Feb 2020.

Vancouver:

Van buren K. Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades. [Internet] [Doctoral dissertation]. Clemson University; 2012. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/1042.

Council of Science Editors:

Van buren K. Assessment of Fidelity to Data and Robustness to Uncertainty to Assure Credible Predictions in the Modeling of Wind Turbine Blades. [Doctoral Dissertation]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_dissertations/1042


Clemson University

18. Reeves, Timothy. PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS.

Degree: PhD, Mechanical Engineering, 2013, Clemson University

 The problem of wheel performance on deformable soil has been studied for many years, but prior to the rise of computational mechanics, such investigations have… (more)

Subjects/Keywords: Calibration; DEM; Discrete Element; Sandy Soil; Soil Size; Traction; Mechanical Engineering

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APA (6th Edition):

Reeves, T. (2013). PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1111

Chicago Manual of Style (16th Edition):

Reeves, Timothy. “PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS.” 2013. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/1111.

MLA Handbook (7th Edition):

Reeves, Timothy. “PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS.” 2013. Web. 19 Feb 2020.

Vancouver:

Reeves T. PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS. [Internet] [Doctoral dissertation]. Clemson University; 2013. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/1111.

Council of Science Editors:

Reeves T. PREDICTION OF DISCRETE ELEMENT PARAMETERS FOR MODELING THE STRENGTH OF SANDY SOILS IN WHEEL/SOIL TRACTION APPLICATIONS. [Doctoral Dissertation]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_dissertations/1111

19. Saha, Sajib. MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING.

Degree: MS, Civil Engineering, 2013, Clemson University

  Rubberized half-warm mix asphalt (HWMA) is being considered as one of the promising and sustainable solutions to the current environmental and economic crisis of… (more)

Subjects/Keywords: Dynamic modulus; Finite element model; Pavement-tire interaction; Rubberized asphalt mixture; Validation; Viscoelastic model; Civil Engineering

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APA (6th Edition):

Saha, S. (2013). MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1806

Chicago Manual of Style (16th Edition):

Saha, Sajib. “MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING.” 2013. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1806.

MLA Handbook (7th Edition):

Saha, Sajib. “MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING.” 2013. Web. 19 Feb 2020.

Vancouver:

Saha S. MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1806.

Council of Science Editors:

Saha S. MECHANISTIC CHARACTERIZATION OF RUBBERIZED ASPHALT MIXTURE AND DESIGN USING FULL SCALE TIRE-PAVEMENT FINITE ELEMENT MODELING. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1806

20. Haydock, Ashley. Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures.

Degree: MS, Civil Engineering, 2013, Clemson University

  In recent years, a significant amount of research has been directed towards the development of prognostic methodologies to forecast the future health state of… (more)

Subjects/Keywords: condition based maintenance; data-driven prognosis; remaining useful life; service-life assessment; structural health monitoring; unreinforced masonry; Civil Engineering

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APA (6th Edition):

Haydock, A. (2013). Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1591

Chicago Manual of Style (16th Edition):

Haydock, Ashley. “Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures.” 2013. Masters Thesis, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_theses/1591.

MLA Handbook (7th Edition):

Haydock, Ashley. “Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures.” 2013. Web. 19 Feb 2020.

Vancouver:

Haydock A. Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_theses/1591.

Council of Science Editors:

Haydock A. Noise-Insensitive Prognostic Evaluation of Historic Masonry Structures. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1591

21. Fan, Fanfu. Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model.

Degree: PhD, Civil Engineering, 2019, Clemson University

  During the period from 1950 to 2015, the United States experienced more than 60,000 tornadoes resulting in more than 900,000 injuries and about 6,000… (more)

Subjects/Keywords: Hazard; Simulation; Stochastic; Tornado; Track; Wind

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APA (6th Edition):

Fan, F. (2019). Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/2390

Chicago Manual of Style (16th Edition):

Fan, Fanfu. “Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model.” 2019. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/2390.

MLA Handbook (7th Edition):

Fan, Fanfu. “Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model.” 2019. Web. 19 Feb 2020.

Vancouver:

Fan F. Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model. [Internet] [Doctoral dissertation]. Clemson University; 2019. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/2390.

Council of Science Editors:

Fan F. Tornado Hazard Analysis for the United States using a Stochastic Track Simulation Model. [Doctoral Dissertation]. Clemson University; 2019. Available from: https://tigerprints.clemson.edu/all_dissertations/2390


Clemson University

22. Hayati, Hossein. CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS.

Degree: PhD, Civil Engineering, 2009, Clemson University

 Presented in this dissertation are the results of various studies conducted to characterize the liquefaction resistance of aged natural deposits. The data considered include laboratory… (more)

Subjects/Keywords: Aging; Cone penetration test; Deposit resistance factor; Liquefaction; Civil Engineering

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APA (6th Edition):

Hayati, H. (2009). CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/334

Chicago Manual of Style (16th Edition):

Hayati, Hossein. “CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS.” 2009. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/334.

MLA Handbook (7th Edition):

Hayati, Hossein. “CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS.” 2009. Web. 19 Feb 2020.

Vancouver:

Hayati H. CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS. [Internet] [Doctoral dissertation]. Clemson University; 2009. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/334.

Council of Science Editors:

Hayati H. CHARACTERIZING LIQUEFACTION RESISTANCE OF AGED SAND DEPOSITS. [Doctoral Dissertation]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_dissertations/334


Clemson University

23. Flores, Raul. FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE.

Degree: PhD, Civil Engineering, 2008, Clemson University

 Assessment of slope stability or landslide is a complex geotechnical problem that involves much uncertainty. To consider combined effects of the uncertainties in soil parameters… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Flores, R. (2008). FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/283

Chicago Manual of Style (16th Edition):

Flores, Raul. “FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE.” 2008. Doctoral Dissertation, Clemson University. Accessed February 19, 2020. https://tigerprints.clemson.edu/all_dissertations/283.

MLA Handbook (7th Edition):

Flores, Raul. “FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE.” 2008. Web. 19 Feb 2020.

Vancouver:

Flores R. FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE. [Internet] [Doctoral dissertation]. Clemson University; 2008. [cited 2020 Feb 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/283.

Council of Science Editors:

Flores R. FRAMEWORK FOR PROBABILISTIC ANALYSIS OF RECURRENT LANDSLIDES: A CASE STUDY OF EL BERRINCHE. [Doctoral Dissertation]. Clemson University; 2008. Available from: https://tigerprints.clemson.edu/all_dissertations/283

.