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You searched for +publisher:"Clemson University" +contributor:("Pang , WeiChiang"). Showing records 1 – 25 of 25 total matches.

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Clemson University

1. Dalton, Sarah. Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management.

Degree: ME, Civil Engineering, 2011, Clemson University

 Structural systems are subject to inherent uncertainties due to the variability in many hard-to-control `noise factors' that include but are not limited to external loads,… (more)

Subjects/Keywords: Robust Design; Structural Design; Structural Health Monitoring; Sustainable and Resilient Infrastructure; Civil Engineering

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APA (6th Edition):

Dalton, S. (2011). Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1260

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):

Dalton, Sarah. “Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management.” 2011. Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1260.

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

MLA Handbook (7th Edition):

Dalton, Sarah. “Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management.” 2011. Web. 23 Jul 2019.

Vancouver:

Dalton S. Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management. [Internet] [Thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1260.

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

Council of Science Editors:

Dalton S. Robust Design and Monitoring Tools for Sustainable and Resilient Structural Design and Infrastructure Management. [Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1260

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


Clemson University

2. Shivarudrappa, Ranjith. Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters.

Degree: MS, Civil Engineering, 2011, Clemson University

 Since failure of roof systems in past high wind events have demonstrated the consequences of not maintaining a continuous load path from the roof to… (more)

Subjects/Keywords: Finite Element Model of Wood Truss; Influence Coefficients; Load Path; Sensitivity Study; Uplift load; Wood Roof; Civil Engineering

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APA (6th Edition):

Shivarudrappa, R. (2011). Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1174

Chicago Manual of Style (16th Edition):

Shivarudrappa, Ranjith. “Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters.” 2011. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1174.

MLA Handbook (7th Edition):

Shivarudrappa, Ranjith. “Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters.” 2011. Web. 23 Jul 2019.

Vancouver:

Shivarudrappa R. Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1174.

Council of Science Editors:

Shivarudrappa R. Sensitivity Analysis of Load Distribution in Light-Framed Wood Roof System due to Typical Modeling Parameters. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1174


Clemson University

3. Funcik, Robert. DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING.

Degree: MS, Civil Engineering, 2011, Clemson University

  This thesis looks into the use of 3D Finite Element Modeling to determine the transverse design forces for short-span bridges built using the Northeast… (more)

Subjects/Keywords: Bridge; Element; Finite; Modeling; NEXT-D; Transverse; Civil Engineering

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APA (6th Edition):

Funcik, R. (2011). DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1280

Chicago Manual of Style (16th Edition):

Funcik, Robert. “DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING.” 2011. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1280.

MLA Handbook (7th Edition):

Funcik, Robert. “DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING.” 2011. Web. 23 Jul 2019.

Vancouver:

Funcik R. DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1280.

Council of Science Editors:

Funcik R. DETERMINING TRANSVERSE DESIGN FORCES FOR A NEXT-D BRIDGE USING 3D FINITE ELEMENT MODELING. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1280


Clemson University

4. Grayson, James. DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL.

Degree: MS, Civil Engineering, 2011, Clemson University

 This research presents a probabilistic debris trajectory model adapted from current 6-degree-of-freedom (6-DoF) deterministic models, in which the aleatoric (inherent) uncertainty is explicitly considered in… (more)

Subjects/Keywords: Building Envelope; Debris Impact; Debris Trajectory; Hurricane; Risk Assessment; Civil Engineering

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APA (6th Edition):

Grayson, J. (2011). DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1266

Chicago Manual of Style (16th Edition):

Grayson, James. “DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL.” 2011. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1266.

MLA Handbook (7th Edition):

Grayson, James. “DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL.” 2011. Web. 23 Jul 2019.

Vancouver:

Grayson J. DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1266.

Council of Science Editors:

Grayson J. DEVELOPMENT AND APPLICATION OF A THREE-DIMENSIONAL PROBABILISTIC WIND-BORNE DEBRIS TRAJECTORY MODEL. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1266


Clemson University

5. Flores, Armando. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.

Degree: MS, Civil Engineering, 2011, Clemson University

 State Departments of Transportation have been using adjacent precast bridges for many years. A vital component of this type of bridges is the connection between… (more)

Subjects/Keywords: adjacent bridge beam connection; Finite Element; NEXT-D; shear key; Civil Engineering

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APA (6th Edition):

Flores, A. (2011). BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1218

Chicago Manual of Style (16th Edition):

Flores, Armando. “BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.” 2011. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1218.

MLA Handbook (7th Edition):

Flores, Armando. “BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH.” 2011. Web. 23 Jul 2019.

Vancouver:

Flores A. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1218.

Council of Science Editors:

Flores A. BEHAVIOR OF THE NEXT-D BEAM SHEAR KEY: A FINITE ELEMENT APPROACH. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1218


Clemson University

6. 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 July 23, 2019. https://tigerprints.clemson.edu/all_theses/1536.

MLA Handbook (7th Edition):

Pei, Bin. “AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS.” 2012. Web. 23 Jul 2019.

Vancouver:

Pei B. AN ERROR QUANTIFICATION METHODOLOGY FOR HURRICANE STORM SURGE SIMULATIONS. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Jul 23]. 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

7. Schneider, Nathan. APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS.

Degree: MS, Civil Engineering, 2014, Clemson University

  As the developing world is industrializing and people migrate to cities, the need for infrastructure is growing quickly and concrete has become one of… (more)

Subjects/Keywords: bamboo; concrete; developing countries; reinforcement; splice; stirrup; Civil Engineering

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APA (6th Edition):

Schneider, N. (2014). APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1907

Chicago Manual of Style (16th Edition):

Schneider, Nathan. “APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS.” 2014. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1907.

MLA Handbook (7th Edition):

Schneider, Nathan. “APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS.” 2014. Web. 23 Jul 2019.

Vancouver:

Schneider N. APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS. [Internet] [Masters thesis]. Clemson University; 2014. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1907.

Council of Science Editors:

Schneider N. APPLICATION OF BAMBOO FOR FLEXURAL AND SHEAR REINFORCEMENT IN CONCRETE BEAMS. [Masters Thesis]. Clemson University; 2014. Available from: https://tigerprints.clemson.edu/all_theses/1907


Clemson University

8. Liu, Fangqian. DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION.

Degree: MS, Civil Engineering, 2012, Clemson University

  This study presents the development of a new central pressure filling rate model to characterize the rate at which hurricanes or tropical storms decay… (more)

Subjects/Keywords: Hurricane; Hurricane simulation; Landfall; Nature hazard; Civil Engineering

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APA (6th Edition):

Liu, F. (2012). DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1372

Chicago Manual of Style (16th Edition):

Liu, Fangqian. “DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION.” 2012. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1372.

MLA Handbook (7th Edition):

Liu, Fangqian. “DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION.” 2012. Web. 23 Jul 2019.

Vancouver:

Liu F. DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1372.

Council of Science Editors:

Liu F. DEVELOPMENT AND CALIBRATION OF CENTRAL PRESSURE FILLING RATE MODELS FOR HURRICANE SIMULATION. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1372


Clemson University

9. Davis-mcdaniel, Caitlyn. Fault-Tree Model for Bridge Collapse Risk Analysis.

Degree: MS, Civil Engineering, 2011, Clemson University

 Bridges are vital components of the United States surface transportation infrastructure and, moreover, support the growth of our nation's economy. However, over the past few… (more)

Subjects/Keywords: Box Girder; Bridge Collapse; Fault-Tree Analysis; Risk Analysis; Civil Engineering

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APA (6th Edition):

Davis-mcdaniel, C. (2011). Fault-Tree Model for Bridge Collapse Risk Analysis. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1265

Chicago Manual of Style (16th Edition):

Davis-mcdaniel, Caitlyn. “Fault-Tree Model for Bridge Collapse Risk Analysis.” 2011. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1265.

MLA Handbook (7th Edition):

Davis-mcdaniel, Caitlyn. “Fault-Tree Model for Bridge Collapse Risk Analysis.” 2011. Web. 23 Jul 2019.

Vancouver:

Davis-mcdaniel C. Fault-Tree Model for Bridge Collapse Risk Analysis. [Internet] [Masters thesis]. Clemson University; 2011. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1265.

Council of Science Editors:

Davis-mcdaniel C. Fault-Tree Model for Bridge Collapse Risk Analysis. [Masters Thesis]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_theses/1265


Clemson University

10. Roberts, Sara. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.

Degree: MS, Civil Engineering, 2010, Clemson University

  Adjacent beam bridges, such as box beams and hollow core bridges have been one of the most popular forms of precast prestressed bridges in… (more)

Subjects/Keywords: adjacent beam bridges; Box beam bridges; precast bridges; Civil Engineering

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APA (6th Edition):

Roberts, S. (2010). INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/923

Chicago Manual of Style (16th Edition):

Roberts, Sara. “INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.” 2010. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/923.

MLA Handbook (7th Edition):

Roberts, Sara. “INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.” 2010. Web. 23 Jul 2019.

Vancouver:

Roberts S. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/923.

Council of Science Editors:

Roberts S. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/923


Clemson University

11. Chen, Linbo. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.

Degree: MS, Civil Engineering, 2013, Clemson University

  With the economic development in recent decades, more trucks including overweight trucks are operating on the highways. As a result, many bridges are expected… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Chen, L. (2013). Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1610

Chicago Manual of Style (16th Edition):

Chen, Linbo. “Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1610.

MLA Handbook (7th Edition):

Chen, Linbo. “Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina.” 2013. Web. 23 Jul 2019.

Vancouver:

Chen L. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1610.

Council of Science Editors:

Chen L. Quantifying Annual Bridge Cost by Overweight Trucks in South Carolina. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1610


Clemson University

12. Wang, Lei. PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS.

Degree: MS, Civil Engineering, 2013, Clemson University

  This thesis is aimed at applying the probabilistic approaches for back analysis of geotechnical systems. First, a probabilistic back-analysis of a recent slope failure… (more)

Subjects/Keywords: Back analysis; Braced excavation; Markov Chain Monte Carlo; Maximum likelihood method; Slope failure; Uncertainty; Civil Engineering

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APA (6th Edition):

Wang, L. (2013). PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1727

Chicago Manual of Style (16th Edition):

Wang, Lei. “PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1727.

MLA Handbook (7th Edition):

Wang, Lei. “PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS.” 2013. Web. 23 Jul 2019.

Vancouver:

Wang L. PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1727.

Council of Science Editors:

Wang L. PROBABILISTIC BACK ANALYSIS OF GEOTECHNICAL SYSTEMS. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1727


Clemson University

13. Caron, Joshua. 3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure.

Degree: MS, Civil Engineering, 2012, Clemson University

  Following a natural disaster, there is a need to rapidly assess the safety of civil infrastructure. This job is typically undertaken by local governments… (more)

Subjects/Keywords: 3D; Analysis; Infrastructure; Natural Disaster; Post-Disaster; Civil Engineering

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APA (6th Edition):

Caron, J. (2012). 3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1554

Chicago Manual of Style (16th Edition):

Caron, Joshua. “3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure.” 2012. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1554.

MLA Handbook (7th Edition):

Caron, Joshua. “3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure.” 2012. Web. 23 Jul 2019.

Vancouver:

Caron J. 3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure. [Internet] [Masters thesis]. Clemson University; 2012. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1554.

Council of Science Editors:

Caron J. 3D Reconstruction for Post-Disaster Analysis of Civil Infrastructure. [Masters Thesis]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_theses/1554


Clemson University

14. 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 July 23, 2019. 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. 23 Jul 2019.

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 2019 Jul 23]. 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

15. Hassanzadehshirazi, Seyed masood. PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS.

Degree: PhD, Civil Engineering, 2012, Clemson University

 Light-frame wood construction is the most common form of construction for residential and low-rise commercial buildings (e.g. hotels and motels) in North America. In these… (more)

Subjects/Keywords: aleatoric uncertainty; numerical modeling; probabilistic model; seismic; Shear walls; Wood structures; Engineering

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APA (6th Edition):

Hassanzadehshirazi, S. m. (2012). PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1008

Chicago Manual of Style (16th Edition):

Hassanzadehshirazi, Seyed masood. “PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS.” 2012. Doctoral Dissertation, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_dissertations/1008.

MLA Handbook (7th Edition):

Hassanzadehshirazi, Seyed masood. “PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS.” 2012. Web. 23 Jul 2019.

Vancouver:

Hassanzadehshirazi Sm. PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS. [Internet] [Doctoral dissertation]. Clemson University; 2012. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_dissertations/1008.

Council of Science Editors:

Hassanzadehshirazi Sm. PROPAGATION OF UNCERTAINTY IN LIGHT-FRAME WOOD BUILDINGS. [Doctoral Dissertation]. Clemson University; 2012. Available from: https://tigerprints.clemson.edu/all_dissertations/1008


Clemson University

16. Ding, Muxing. EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM.

Degree: MS, Civil Engineering, 2015, Clemson University

 Concrete is the predominant material used in construction, in particular, for commercial structures. It has many advantages including low cost, high availability, low maintenance, high… (more)

Subjects/Keywords: Bamboo; Distribution fit; K-S Test; Monte Carlo Simulation; Rubberized Concrete; Engineering

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APA (6th Edition):

Ding, M. (2015). EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2183

Chicago Manual of Style (16th Edition):

Ding, Muxing. “EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM.” 2015. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/2183.

MLA Handbook (7th Edition):

Ding, Muxing. “EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM.” 2015. Web. 23 Jul 2019.

Vancouver:

Ding M. EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM. [Internet] [Masters thesis]. Clemson University; 2015. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/2183.

Council of Science Editors:

Ding M. EXPLORING THE USE OF BAMBOO REINFORCED RUBBERIZED CONCRETE (BRRC) AS A SUSTAINABLE STANDARD SYSTEM. [Masters Thesis]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_theses/2183


Clemson University

17. Khoshnevisan, Sara. PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS.

Degree: PhD, Civil Engineering, 2015, Clemson University

 This dissertation advances the robust geotechnical design methodology by offering improvements, which makes it more efficient and practical for the design of geotechnical systems. Robust… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Khoshnevisan, S. (2015). PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1548

Chicago Manual of Style (16th Edition):

Khoshnevisan, Sara. “PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS.” 2015. Doctoral Dissertation, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_dissertations/1548.

MLA Handbook (7th Edition):

Khoshnevisan, Sara. “PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS.” 2015. Web. 23 Jul 2019.

Vancouver:

Khoshnevisan S. PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS. [Internet] [Doctoral dissertation]. Clemson University; 2015. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_dissertations/1548.

Council of Science Editors:

Khoshnevisan S. PRACTICAL ROBUST GEOTECHNICAL DESIGN- METHODOLOGY AND APPLICATIONS. [Doctoral Dissertation]. Clemson University; 2015. Available from: https://tigerprints.clemson.edu/all_dissertations/1548


Clemson University

18. Deery, Daniel. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.

Degree: MS, Civil Engineering, 2010, Clemson University

 Adjacent precast, prestressed concrete beam bridges have become a popular solution throughout the country because deck forming can be eliminated and construction is rapid. In… (more)

Subjects/Keywords: Adjacent Beam; Bridge; Flat Slab; Hollow Core; NEXT D Beam; SCDOT; Civil Engineering

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APA (6th Edition):

Deery, D. (2010). Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1011

Chicago Manual of Style (16th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1011.

MLA Handbook (7th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Web. 23 Jul 2019.

Vancouver:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1011.

Council of Science Editors:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/1011

19. Liu, Zhifeng. ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN.

Degree: PhD, Civil Engineering, 2013, Clemson University

  In structural design, if robustness is overlooked in design process, the acquired design is likely to have large variation in its performance due to… (more)

Subjects/Keywords: drilled shaft; multi-objective optimization; NSGA-II; retaining wall; robust design optimization; steel moment resisting frame; Civil Engineering

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APA (6th Edition):

Liu, Z. (2013). ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1157

Chicago Manual of Style (16th Edition):

Liu, Zhifeng. “ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN.” 2013. Doctoral Dissertation, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_dissertations/1157.

MLA Handbook (7th Edition):

Liu, Zhifeng. “ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN.” 2013. Web. 23 Jul 2019.

Vancouver:

Liu Z. ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN. [Internet] [Doctoral dissertation]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_dissertations/1157.

Council of Science Editors:

Liu Z. ROBUST DESIGN OPTIMIZATION: ENSURING ROBUSTNESS AGAINST UNCERTAINTY IN STRUCTURAL DESIGN. [Doctoral Dissertation]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_dissertations/1157

20. Kosloski, Alexander. COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS.

Degree: MS, Civil Engineering, 2013, Clemson University

  Concrete has a large environmental footprint so it is desirable to find ways to efficiently design structural members. Engineers can exercise their abilities early… (more)

Subjects/Keywords: Cost; Embodied Energy; High-strength Materials; Lightweight Concrete; Optimization; Reinforced Concrete; Civil Engineering

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APA (6th Edition):

Kosloski, A. (2013). COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1776

Chicago Manual of Style (16th Edition):

Kosloski, Alexander. “COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1776.

MLA Handbook (7th Edition):

Kosloski, Alexander. “COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS.” 2013. Web. 23 Jul 2019.

Vancouver:

Kosloski A. COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1776.

Council of Science Editors:

Kosloski A. COST AND EMBODIED ENERGY OPTIMIZATION OF RECTANGULAR REINFORCED CONCRETE BEAMS. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1776

21. Yang, Mengyu. Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber.

Degree: MS, Civil Engineering, 2013, Clemson University

  The reference design values published in the National Design Specification (NDS) for Wood Construction are derived from full-scale testing of lumber samples performed in… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Yang, M. (2013). Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1746

Chicago Manual of Style (16th Edition):

Yang, Mengyu. “Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1746.

MLA Handbook (7th Edition):

Yang, Mengyu. “Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber.” 2013. Web. 23 Jul 2019.

Vancouver:

Yang M. Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1746.

Council of Science Editors:

Yang M. Flexural Strength Reliability of Visually Graded Southern Pine Dimensional Lumber. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1746

22. Pant, Sami. NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS.

Degree: MS, Civil Engineering, 2013, Clemson University

  The use of flexible roof diaphragms is very common in the United States, both for multi-family residential buildings and large-scale commercial buildings. Due to… (more)

Subjects/Keywords: Civil Engineering

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APA (6th Edition):

Pant, S. (2013). NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1682

Chicago Manual of Style (16th Edition):

Pant, Sami. “NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1682.

MLA Handbook (7th Edition):

Pant, Sami. “NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS.” 2013. Web. 23 Jul 2019.

Vancouver:

Pant S. NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1682.

Council of Science Editors:

Pant S. NUMERICAL STUDY OF THE STRUCTURAL PERFORMANCE OF LARGE PANELIZED ALL-WOOD ROOF DIAPHRAGMS. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1682

23. Sheldon, Andrew. Preliminary Evaluation of Kenaf as a Structural Material.

Degree: MS, Civil Engineering, 2014, Clemson University

  Kenaf (Hibiscus cannabinus L.) is an annual fiber plant that is kin to cotton and okra and native to east-central Africa, though it is… (more)

Subjects/Keywords: Hibiscus cannabinus; Kenaf; Parallel Strand Lumber; Structural Engineering; Whole-stalk; Civil Engineering

…the structural mechanics lab located in Lowry Hall at Clemson University. Kenaf specimens… 

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APA (6th Edition):

Sheldon, A. (2014). Preliminary Evaluation of Kenaf as a Structural Material. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1997

Chicago Manual of Style (16th Edition):

Sheldon, Andrew. “Preliminary Evaluation of Kenaf as a Structural Material.” 2014. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1997.

MLA Handbook (7th Edition):

Sheldon, Andrew. “Preliminary Evaluation of Kenaf as a Structural Material.” 2014. Web. 23 Jul 2019.

Vancouver:

Sheldon A. Preliminary Evaluation of Kenaf as a Structural Material. [Internet] [Masters thesis]. Clemson University; 2014. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1997.

Council of Science Editors:

Sheldon A. Preliminary Evaluation of Kenaf as a Structural Material. [Masters Thesis]. Clemson University; 2014. Available from: https://tigerprints.clemson.edu/all_theses/1997

24. Parmelee, Shawn. Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC.

Degree: MS, Civil Engineering, 2013, Clemson University

  A significant number of US highway bridges are inadequate for seismic loads and could be seriously damaged or collapse during a relatively small earthquake.… (more)

Subjects/Keywords: HAZUS; Optimization Modeling; Seismic Retrofitting; Civil Engineering

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APA (6th Edition):

Parmelee, S. (2013). Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1771

Chicago Manual of Style (16th Edition):

Parmelee, Shawn. “Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC.” 2013. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/1771.

MLA Handbook (7th Edition):

Parmelee, Shawn. “Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC.” 2013. Web. 23 Jul 2019.

Vancouver:

Parmelee S. Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC. [Internet] [Masters thesis]. Clemson University; 2013. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/1771.

Council of Science Editors:

Parmelee S. Optimal Retrofit Strategy Design for Highway Bridges Under Seismic Hazards: A Case Study of Charleston, SC. [Masters Thesis]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_theses/1771


Clemson University

25. Gleason, Angelina. Reliability of Light Frame Roof Systems Subject to High Winds.

Degree: MS, Civil Engineering, 2009, Clemson University

 Recent hurricane damages have devastated coastal communities and focused national attention on hurricane damage mitigation. Structural damage is one of the most significant impacts of… (more)

Subjects/Keywords: light frame; monte carlo; reliability; structural; wind; wood; Civil Engineering

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APA (6th Edition):

Gleason, A. (2009). Reliability of Light Frame Roof Systems Subject to High Winds. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/554

Chicago Manual of Style (16th Edition):

Gleason, Angelina. “Reliability of Light Frame Roof Systems Subject to High Winds.” 2009. Masters Thesis, Clemson University. Accessed July 23, 2019. https://tigerprints.clemson.edu/all_theses/554.

MLA Handbook (7th Edition):

Gleason, Angelina. “Reliability of Light Frame Roof Systems Subject to High Winds.” 2009. Web. 23 Jul 2019.

Vancouver:

Gleason A. Reliability of Light Frame Roof Systems Subject to High Winds. [Internet] [Masters thesis]. Clemson University; 2009. [cited 2019 Jul 23]. Available from: https://tigerprints.clemson.edu/all_theses/554.

Council of Science Editors:

Gleason A. Reliability of Light Frame Roof Systems Subject to High Winds. [Masters Thesis]. Clemson University; 2009. Available from: https://tigerprints.clemson.edu/all_theses/554

.