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You searched for subject:(Engineering Civil 0543 ). Showing records 1 – 30 of 228527 total matches.

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1. Sultana, Sharmin. Extending asphalt pavement life with thin whitetopping.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Due to budget constraints, many highway agencies are becoming interested in pavement preservation or rehabilitation rather than reconstruction to ensure pavement is in serviceable condition.… (more)

Subjects/Keywords: Thin whitetopping; Engineering, Civil (0543)

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APA (6th Edition):

Sultana, S. (2010). Extending asphalt pavement life with thin whitetopping. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4324

Chicago Manual of Style (16th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/4324.

MLA Handbook (7th Edition):

Sultana, Sharmin. “Extending asphalt pavement life with thin whitetopping.” 2010. Web. 22 Aug 2019.

Vancouver:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/4324.

Council of Science Editors:

Sultana S. Extending asphalt pavement life with thin whitetopping. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4324

2. Nayyeri Amiri, Shahin. A comprehensive study on soil consolidation.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 In this research, soil consolidation is explored in a comprehensive analytical and experimental study. The pore pressure development and dissipation for clay at its liquid… (more)

Subjects/Keywords: SOIL CONSOLIDATION; Engineering, Civil (0543)

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APA (6th Edition):

Nayyeri Amiri, S. (2010). A comprehensive study on soil consolidation. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7058

Chicago Manual of Style (16th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/7058.

MLA Handbook (7th Edition):

Nayyeri Amiri, Shahin. “A comprehensive study on soil consolidation.” 2010. Web. 22 Aug 2019.

Vancouver:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/7058.

Council of Science Editors:

Nayyeri Amiri S. A comprehensive study on soil consolidation. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7058


Kansas State University

3. Qiao, Long. Structural damage detection using signal-based pattern recognition.

Degree: PhD, Department of Civil Engineering, 2009, Kansas State University

Civil structures are susceptible to damages over their service lives due to aging, environmental loading, fatigue and excessive response. Such deterioration significantly affects the performance… (more)

Subjects/Keywords: Damage detection; Pattern recognition; Engineering, Civil (0543)

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APA (6th Edition):

Qiao, L. (2009). Structural damage detection using signal-based pattern recognition. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/1385

Chicago Manual of Style (16th Edition):

Qiao, Long. “Structural damage detection using signal-based pattern recognition.” 2009. Doctoral Dissertation, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1385.

MLA Handbook (7th Edition):

Qiao, Long. “Structural damage detection using signal-based pattern recognition.” 2009. Web. 22 Aug 2019.

Vancouver:

Qiao L. Structural damage detection using signal-based pattern recognition. [Internet] [Doctoral dissertation]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1385.

Council of Science Editors:

Qiao L. Structural damage detection using signal-based pattern recognition. [Doctoral Dissertation]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1385


Kansas State University

4. Dinges, Tyson. The history of prestressed concrete: 1888 to 1963.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

 The concept of prestressed concrete appeared in 1888 when P.H. Jackson was granted the first patent in the United States for prestressed concrete design. Jackson’s… (more)

Subjects/Keywords: history of prestressed concrete; Engineering, Civil (0543)

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APA (6th Edition):

Dinges, T. (2009). The history of prestressed concrete: 1888 to 1963. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1439

Chicago Manual of Style (16th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1439.

MLA Handbook (7th Edition):

Dinges, Tyson. “The history of prestressed concrete: 1888 to 1963.” 2009. Web. 22 Aug 2019.

Vancouver:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1439.

Council of Science Editors:

Dinges T. The history of prestressed concrete: 1888 to 1963. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1439


Kansas State University

5. Reynolds, Kevin Brandt. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

 Cold-formed steel studs, though they are a relatively new building material, have become a mainstay in modern construction. They are favored over traditional lumber studs… (more)

Subjects/Keywords: Cold-Formed Steel; Embossing; Engineering, Civil (0543)

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APA (6th Edition):

Reynolds, K. B. (2009). Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1504

Chicago Manual of Style (16th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1504.

MLA Handbook (7th Edition):

Reynolds, Kevin Brandt. “Evaluation of the flexural strength of cold-formed steel studs with embossed flanges.” 2009. Web. 22 Aug 2019.

Vancouver:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1504.

Council of Science Editors:

Reynolds KB. Evaluation of the flexural strength of cold-formed steel studs with embossed flanges. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1504


Kansas State University

6. Holste, Joseph Robert. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 This thesis details findings from testing done to determine bond and time-dependent characteristics of two lightweight concrete mixes. The lightweight mixes were tested to possibly… (more)

Subjects/Keywords: lightweight; concrete; prestressed; SCC; Engineering, Civil (0543)

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APA (6th Edition):

Holste, J. R. (2010). Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/6998

Chicago Manual of Style (16th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/6998.

MLA Handbook (7th Edition):

Holste, Joseph Robert. “Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges.” 2010. Web. 22 Aug 2019.

Vancouver:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/6998.

Council of Science Editors:

Holste JR. Evaluating time-dependent and bond characteristics of a lightweight concrete mix for Kansas prestressed concrete bridges. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/6998

7. Islam, Md Shahidul. Evaluation of lightweight aggregates in chip seal.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Pavement preservation by adopting low-cost maintenance techniques is increasing among transportation agencies day by day. Chip seal, also known as seal coat, is widely used… (more)

Subjects/Keywords: Chip Seal; Lightweight Aggregate; Engineering, Civil (0543)

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APA (6th Edition):

Islam, M. S. (2010). Evaluation of lightweight aggregates in chip seal. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7034

Chicago Manual of Style (16th Edition):

Islam, Md Shahidul. “Evaluation of lightweight aggregates in chip seal.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/7034.

MLA Handbook (7th Edition):

Islam, Md Shahidul. “Evaluation of lightweight aggregates in chip seal.” 2010. Web. 22 Aug 2019.

Vancouver:

Islam MS. Evaluation of lightweight aggregates in chip seal. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/7034.

Council of Science Editors:

Islam MS. Evaluation of lightweight aggregates in chip seal. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7034

8. Bartley, Paul Andrew. Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 The main objective of this study was to experimentally investigate the Mohr-Coulomb strength parameters of masonry sand mixed with varying amounts of water and lignin.… (more)

Subjects/Keywords: Sand; Lignin; Direct shear; Geotechnical engineering; Civil engineering; Civil Engineering (0543); Engineering (0537); Geotechnology (0428)

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APA (6th Edition):

Bartley, P. A. (2011). Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13133

Chicago Manual of Style (16th Edition):

Bartley, Paul Andrew. “Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass.” 2011. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/13133.

MLA Handbook (7th Edition):

Bartley, Paul Andrew. “Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass.” 2011. Web. 22 Aug 2019.

Vancouver:

Bartley PA. Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/13133.

Council of Science Editors:

Bartley PA. Experimental investigation of the sand-stabilization potential of a plant-derived bio-mass. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/13133

9. Jacobs, Quinn. A new model for deflections of FRP-reinforced concrete beams.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 Fiber reinforced polymer has recently become a popular replacement for steel rebar, used to reinforce concrete. Therefore much research is taking place to help develop… (more)

Subjects/Keywords: FRP; Deflection; Reinforced concrete; Civil Engineering (0543); Engineering (0537)

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APA (6th Edition):

Jacobs, Q. (2012). A new model for deflections of FRP-reinforced concrete beams. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13677

Chicago Manual of Style (16th Edition):

Jacobs, Quinn. “A new model for deflections of FRP-reinforced concrete beams.” 2012. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/13677.

MLA Handbook (7th Edition):

Jacobs, Quinn. “A new model for deflections of FRP-reinforced concrete beams.” 2012. Web. 22 Aug 2019.

Vancouver:

Jacobs Q. A new model for deflections of FRP-reinforced concrete beams. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/13677.

Council of Science Editors:

Jacobs Q. A new model for deflections of FRP-reinforced concrete beams. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13677

10. Traplsi, Abdelbaset Mahmoud. Combined NSM steel bars and externally bonded GFRP in strengthening T beams.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 Nowadays, using the technology of FRP strengthening has become acknowledged by engineers and has reached a full acceptance. However, researchers are always looking for improvement… (more)

Subjects/Keywords: NSM; Steel; Bars; Externally; GFRP; T Beams; Civil Engineering (0543)

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APA (6th Edition):

Traplsi, A. M. (2013). Combined NSM steel bars and externally bonded GFRP in strengthening T beams. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15170

Chicago Manual of Style (16th Edition):

Traplsi, Abdelbaset Mahmoud. “Combined NSM steel bars and externally bonded GFRP in strengthening T beams.” 2013. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/15170.

MLA Handbook (7th Edition):

Traplsi, Abdelbaset Mahmoud. “Combined NSM steel bars and externally bonded GFRP in strengthening T beams.” 2013. Web. 22 Aug 2019.

Vancouver:

Traplsi AM. Combined NSM steel bars and externally bonded GFRP in strengthening T beams. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/15170.

Council of Science Editors:

Traplsi AM. Combined NSM steel bars and externally bonded GFRP in strengthening T beams. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15170

11. Wuertz, Augustine F. Strengthening rectangular beams with NSM steel bars and externally bonded GFRP.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 The technology of FRP strengthening has matured to a great extent. However, there is always room for performance improvements. In this study, external bonding of… (more)

Subjects/Keywords: GFRP; NSM; Externally bonded; Strengthening; Concrete; Civil Engineering (0543)

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APA (6th Edition):

Wuertz, A. F. (2013). Strengthening rectangular beams with NSM steel bars and externally bonded GFRP. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15624

Chicago Manual of Style (16th Edition):

Wuertz, Augustine F. “Strengthening rectangular beams with NSM steel bars and externally bonded GFRP.” 2013. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/15624.

MLA Handbook (7th Edition):

Wuertz, Augustine F. “Strengthening rectangular beams with NSM steel bars and externally bonded GFRP.” 2013. Web. 22 Aug 2019.

Vancouver:

Wuertz AF. Strengthening rectangular beams with NSM steel bars and externally bonded GFRP. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/15624.

Council of Science Editors:

Wuertz AF. Strengthening rectangular beams with NSM steel bars and externally bonded GFRP. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15624

12. Tackett, Paul M. Evaluation of concrete strength and permeability with time.

Degree: MS, Department of Civil Engineering, 2013, Kansas State University

 The relationship between in-place concrete strength and permeability with concrete cylinder strength and permeability with time is of interest - especially when supplementary cementitious materials… (more)

Subjects/Keywords: Concrete; Permeability containing; Fly Ash SCMs; Civil Engineering (0543)

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APA (6th Edition):

Tackett, P. M. (2013). Evaluation of concrete strength and permeability with time. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15733

Chicago Manual of Style (16th Edition):

Tackett, Paul M. “Evaluation of concrete strength and permeability with time.” 2013. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/15733.

MLA Handbook (7th Edition):

Tackett, Paul M. “Evaluation of concrete strength and permeability with time.” 2013. Web. 22 Aug 2019.

Vancouver:

Tackett PM. Evaluation of concrete strength and permeability with time. [Internet] [Masters thesis]. Kansas State University; 2013. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/15733.

Council of Science Editors:

Tackett PM. Evaluation of concrete strength and permeability with time. [Masters Thesis]. Kansas State University; 2013. Available from: http://hdl.handle.net/2097/15733

13. Bruss, Paul J. Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 Kansas relies on groundwater for nearly 85 percent of the total water used each year, most of which is used for irrigation. Over the last… (more)

Subjects/Keywords: Ground water; Geosciences; Ogallala aqulfer; Civil Engineering (0543)

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APA (6th Edition):

Bruss, P. J. (2011). Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/17147

Chicago Manual of Style (16th Edition):

Bruss, Paul J. “Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas.” 2011. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/17147.

MLA Handbook (7th Edition):

Bruss, Paul J. “Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas.” 2011. Web. 22 Aug 2019.

Vancouver:

Bruss PJ. Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/17147.

Council of Science Editors:

Bruss PJ. Groundwater, corn and cattle: an investigation on the implications of future groundwater availability on the agricultural industry in western Kansas. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/17147

14. Hammerschmidt, Steven F. Development of a procedure to determine internal stresses in concrete bridge members.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 With aging and deterioration of bridges, evaluation of existing conditions of their structural elements becomes vital to engineers and public officials when deciding how to… (more)

Subjects/Keywords: Prestress; Concrete; Bridge; Residual stresses; Civil Engineering (0543)

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APA (6th Edition):

Hammerschmidt, S. F. (2011). Development of a procedure to determine internal stresses in concrete bridge members. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/12012

Chicago Manual of Style (16th Edition):

Hammerschmidt, Steven F. “Development of a procedure to determine internal stresses in concrete bridge members.” 2011. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/12012.

MLA Handbook (7th Edition):

Hammerschmidt, Steven F. “Development of a procedure to determine internal stresses in concrete bridge members.” 2011. Web. 22 Aug 2019.

Vancouver:

Hammerschmidt SF. Development of a procedure to determine internal stresses in concrete bridge members. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/12012.

Council of Science Editors:

Hammerschmidt SF. Development of a procedure to determine internal stresses in concrete bridge members. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/12012

15. Auvenshine, Sarah D. Infiltration controls in a tallgrass prairie at a hillslope scale.

Degree: MS, Department of Civil Engineering, 2011, Kansas State University

 Infiltration capacity influences the ability of a soil to absorb and transmit water through macropores and micropores of the soil structure. Infiltration is primarily influenced… (more)

Subjects/Keywords: Konza Prairie; Hydrology; Infiltration; Hydraulic conductivity; Civil Engineering (0543)

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APA (6th Edition):

Auvenshine, S. D. (2011). Infiltration controls in a tallgrass prairie at a hillslope scale. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13183

Chicago Manual of Style (16th Edition):

Auvenshine, Sarah D. “Infiltration controls in a tallgrass prairie at a hillslope scale.” 2011. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/13183.

MLA Handbook (7th Edition):

Auvenshine, Sarah D. “Infiltration controls in a tallgrass prairie at a hillslope scale.” 2011. Web. 22 Aug 2019.

Vancouver:

Auvenshine SD. Infiltration controls in a tallgrass prairie at a hillslope scale. [Internet] [Masters thesis]. Kansas State University; 2011. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/13183.

Council of Science Editors:

Auvenshine SD. Infiltration controls in a tallgrass prairie at a hillslope scale. [Masters Thesis]. Kansas State University; 2011. Available from: http://hdl.handle.net/2097/13183


Kansas State University

16. Sheedy, Patrick. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.

Degree: MS, Department of Civil Engineering, 2012, Kansas State University

 A flowable hybrid concrete mix with a spread of 17 to 20 inches was created with a superplasticizer to be used in post-tension haunch-slab (PTHS)… (more)

Subjects/Keywords: Concrete; Shear friction; Self-consolidating concrete; Cold-joint; Civil Engineering (0543)

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APA (6th Edition):

Sheedy, P. (2012). Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/13251

Chicago Manual of Style (16th Edition):

Sheedy, Patrick. “Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.” 2012. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/13251.

MLA Handbook (7th Edition):

Sheedy, Patrick. “Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges.” 2012. Web. 22 Aug 2019.

Vancouver:

Sheedy P. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/13251.

Council of Science Editors:

Sheedy P. Alleviating concrete placement issues due to congestion of reinforcement in post-tensioned haunch-slab bridges. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/13251


Kansas State University

17. Abd El Fattah, Ahmed Mohsen. Eccentricity based analysis of confined reinforced concrete circular columns.

Degree: MS, Department of Civil Engineering, 2008, Kansas State University

 The development of column interaction diagrams for unconfined concrete is a standard analysis procedure. However, the need to develop analysis tools for the actual ultimate… (more)

Subjects/Keywords: Concrete; Engineering, Civil (0543)

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APA (6th Edition):

Abd El Fattah, A. M. (2008). Eccentricity based analysis of confined reinforced concrete circular columns. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1121

Chicago Manual of Style (16th Edition):

Abd El Fattah, Ahmed Mohsen. “Eccentricity based analysis of confined reinforced concrete circular columns.” 2008. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1121.

MLA Handbook (7th Edition):

Abd El Fattah, Ahmed Mohsen. “Eccentricity based analysis of confined reinforced concrete circular columns.” 2008. Web. 22 Aug 2019.

Vancouver:

Abd El Fattah AM. Eccentricity based analysis of confined reinforced concrete circular columns. [Internet] [Masters thesis]. Kansas State University; 2008. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1121.

Council of Science Editors:

Abd El Fattah AM. Eccentricity based analysis of confined reinforced concrete circular columns. [Masters Thesis]. Kansas State University; 2008. Available from: http://hdl.handle.net/2097/1121


Kansas State University

18. Perera, Hewage Loshaka Kumara. An analysis of older-driver involvement in crashes and injury severity in Kansas.

Degree: MS, Department of Civil Engineering, 2009, Kansas State University

 The older population (>65 years) numbered 36.8 million in the United States in 2005. By 2030, the number is estimated to be 71.5 million, almost… (more)

Subjects/Keywords: Safety; Older drivers; Injury severity; Survey; Engineering, Civil (0543)

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APA (6th Edition):

Perera, H. L. K. (2009). An analysis of older-driver involvement in crashes and injury severity in Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1271

Chicago Manual of Style (16th Edition):

Perera, Hewage Loshaka Kumara. “An analysis of older-driver involvement in crashes and injury severity in Kansas.” 2009. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1271.

MLA Handbook (7th Edition):

Perera, Hewage Loshaka Kumara. “An analysis of older-driver involvement in crashes and injury severity in Kansas.” 2009. Web. 22 Aug 2019.

Vancouver:

Perera HLK. An analysis of older-driver involvement in crashes and injury severity in Kansas. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1271.

Council of Science Editors:

Perera HLK. An analysis of older-driver involvement in crashes and injury severity in Kansas. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1271

19. Geiger, Brian Christopher. Increasing the usage of demand-response transit in rural Kansas.

Degree: MS, Department of Civil Engineering, 2009, Kansas State University

 Public transportation in rural America has existed for decades. Its providers are challenged with low populations and long distances in rural areas. Many of these… (more)

Subjects/Keywords: Demand-response; Ridership; Rural; Transit; Kansas; Engineering, Civil (0543)

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APA (6th Edition):

Geiger, B. C. (2009). Increasing the usage of demand-response transit in rural Kansas. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1456

Chicago Manual of Style (16th Edition):

Geiger, Brian Christopher. “Increasing the usage of demand-response transit in rural Kansas.” 2009. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1456.

MLA Handbook (7th Edition):

Geiger, Brian Christopher. “Increasing the usage of demand-response transit in rural Kansas.” 2009. Web. 22 Aug 2019.

Vancouver:

Geiger BC. Increasing the usage of demand-response transit in rural Kansas. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1456.

Council of Science Editors:

Geiger BC. Increasing the usage of demand-response transit in rural Kansas. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1456


Kansas State University

20. Morgan, Jessica L. Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings.

Degree: MS, Department of Architectural Engineering and Construction Science, 2009, Kansas State University

 Wind pressures affect buildings of all shapes and sizes. Standards and codes have been published that instruct engineers and designers how to account for the… (more)

Subjects/Keywords: Wind loads; Building codes; Standards; Engineering, Civil (0543)

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APA (6th Edition):

Morgan, J. L. (2009). Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/1513

Chicago Manual of Style (16th Edition):

Morgan, Jessica L. “Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings.” 2009. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/1513.

MLA Handbook (7th Edition):

Morgan, Jessica L. “Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings.” 2009. Web. 22 Aug 2019.

Vancouver:

Morgan JL. Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings. [Internet] [Masters thesis]. Kansas State University; 2009. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/1513.

Council of Science Editors:

Morgan JL. Have wind design provisions become too complicated? a look at the progression of design provisions for mid-rise buildings. [Masters Thesis]. Kansas State University; 2009. Available from: http://hdl.handle.net/2097/1513


Kansas State University

21. Bortz, Brandon Stallone. Salt-scaling durability of fly ash concrete.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Fly ash is a by-product of coal-fired power plants. This material can be used as a partial cement substitute in portland cement concrete. Use of… (more)

Subjects/Keywords: Salt-scaling; concrete; Durability; Fly ash; Engineering, Civil (0543)

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APA (6th Edition):

Bortz, B. S. (2010). Salt-scaling durability of fly ash concrete. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/3878

Chicago Manual of Style (16th Edition):

Bortz, Brandon Stallone. “Salt-scaling durability of fly ash concrete.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/3878.

MLA Handbook (7th Edition):

Bortz, Brandon Stallone. “Salt-scaling durability of fly ash concrete.” 2010. Web. 22 Aug 2019.

Vancouver:

Bortz BS. Salt-scaling durability of fly ash concrete. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/3878.

Council of Science Editors:

Bortz BS. Salt-scaling durability of fly ash concrete. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3878


Kansas State University

22. Skibbe, Eric. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.

Degree: MS, Department of Architectural Engineering and Construction Science, 2010, Kansas State University

 Strut-and-Tie models are useful in designing reinforced concrete structures with discontinuity regions where linear stress distribution is not valid. Deep beams are typically short girders… (more)

Subjects/Keywords: Strut-and-Tie Modeling; Deep Beam; Engineering, Civil (0543)

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APA (6th Edition):

Skibbe, E. (2010). A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/3907

Chicago Manual of Style (16th Edition):

Skibbe, Eric. “A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/3907.

MLA Handbook (7th Edition):

Skibbe, Eric. “A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.” 2010. Web. 22 Aug 2019.

Vancouver:

Skibbe E. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/3907.

Council of Science Editors:

Skibbe E. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3907

23. Kalman, Deidra. Use of steel fiber reinforced concrete for blast resistant design.

Degree: MS, Department of Architectural Engineering and Construction Science, 2010, Kansas State University

 Reinforced concrete is a common building material used for blast resistant design. Adding fibers to reinforced concrete enhances the durability and ductility of concrete. This… (more)

Subjects/Keywords: Blast resistant design; Fiber reinforced concrete; Engineering, Civil (0543)

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APA (6th Edition):

Kalman, D. (2010). Use of steel fiber reinforced concrete for blast resistant design. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4027

Chicago Manual of Style (16th Edition):

Kalman, Deidra. “Use of steel fiber reinforced concrete for blast resistant design.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/4027.

MLA Handbook (7th Edition):

Kalman, Deidra. “Use of steel fiber reinforced concrete for blast resistant design.” 2010. Web. 22 Aug 2019.

Vancouver:

Kalman D. Use of steel fiber reinforced concrete for blast resistant design. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/4027.

Council of Science Editors:

Kalman D. Use of steel fiber reinforced concrete for blast resistant design. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4027


Kansas State University

24. Godavarthy, Ranjit Prasad. Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Pedestrian signals, particularly at signalized, mid-block crossing can cause delay to drivers after pedestrians’ have successfully crossed, which is termed “unnecessary delay” in this study.… (more)

Subjects/Keywords: Pedestrian Hybrid Beacon; HAWK; Mid-block Signals; Pedestrians; Engineering, Civil (0543)

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APA (6th Edition):

Godavarthy, R. P. (2010). Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4214

Chicago Manual of Style (16th Edition):

Godavarthy, Ranjit Prasad. “Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/4214.

MLA Handbook (7th Edition):

Godavarthy, Ranjit Prasad. “Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems.” 2010. Web. 22 Aug 2019.

Vancouver:

Godavarthy RP. Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/4214.

Council of Science Editors:

Godavarthy RP. Effectiveness of a Pedestrian Hybrid Beacon at mid-block pedestrian crossings in decreasing unnecessary delay to drivers and a comparison to other systems. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4214


Kansas State University

25. Mzava, Philip G. Groundwater elevation estimation model in the sloping Ogallala aquifer.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 A one-dimensional model was developed to study the flow of groundwater in the sloping Ogallala Aquifer at a steady state during predevelopment condition. The sloping… (more)

Subjects/Keywords: Groundwater; Ogallala Aquifer; Sloping; Model; Engineering, Civil (0543); Hydrology (0388)

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APA (6th Edition):

Mzava, P. G. (2010). Groundwater elevation estimation model in the sloping Ogallala aquifer. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4378

Chicago Manual of Style (16th Edition):

Mzava, Philip G. “Groundwater elevation estimation model in the sloping Ogallala aquifer.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/4378.

MLA Handbook (7th Edition):

Mzava, Philip G. “Groundwater elevation estimation model in the sloping Ogallala aquifer.” 2010. Web. 22 Aug 2019.

Vancouver:

Mzava PG. Groundwater elevation estimation model in the sloping Ogallala aquifer. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/4378.

Council of Science Editors:

Mzava PG. Groundwater elevation estimation model in the sloping Ogallala aquifer. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4378

26. Akepati, Sreekanth Reddy. Characteristics and risk factors associated with work zone crashes.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 In the United States, approximately 1,100 people die and 40,000 people are injured annually as a result of motor vehicle crashes in work zones. These… (more)

Subjects/Keywords: work zone safety; risk factors; Engineering, Civil (0543)

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APA (6th Edition):

Akepati, S. R. (2010). Characteristics and risk factors associated with work zone crashes. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/6821

Chicago Manual of Style (16th Edition):

Akepati, Sreekanth Reddy. “Characteristics and risk factors associated with work zone crashes.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/6821.

MLA Handbook (7th Edition):

Akepati, Sreekanth Reddy. “Characteristics and risk factors associated with work zone crashes.” 2010. Web. 22 Aug 2019.

Vancouver:

Akepati SR. Characteristics and risk factors associated with work zone crashes. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/6821.

Council of Science Editors:

Akepati SR. Characteristics and risk factors associated with work zone crashes. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/6821


Kansas State University

27. Bezwada, Nishitha Naveen Kumar. Characteristics and contributory causes associated with fatal large truck crashes.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 One-ninth of all traffic fatalities in the United States (U.S.) in the past five years have involved large trucks, although large trucks contributed to only… (more)

Subjects/Keywords: Fatal Truck Crashes; Contributory Causes; Engineering, Civil (0543)

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APA (6th Edition):

Bezwada, N. N. K. (2010). Characteristics and contributory causes associated with fatal large truck crashes. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/6820

Chicago Manual of Style (16th Edition):

Bezwada, Nishitha Naveen Kumar. “Characteristics and contributory causes associated with fatal large truck crashes.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/6820.

MLA Handbook (7th Edition):

Bezwada, Nishitha Naveen Kumar. “Characteristics and contributory causes associated with fatal large truck crashes.” 2010. Web. 22 Aug 2019.

Vancouver:

Bezwada NNK. Characteristics and contributory causes associated with fatal large truck crashes. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/6820.

Council of Science Editors:

Bezwada NNK. Characteristics and contributory causes associated with fatal large truck crashes. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/6820


Kansas State University

28. Balde, Abdoulaye Diogo. Speed management in rural communities using optical speed bars.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 Speed management has been a challenge, particularly in places where high-speed highways pass through. Due to high rate of fatalities and low budgets available, it… (more)

Subjects/Keywords: Speed management in rural communities; Optical speed bars; Engineering, Civil (0543)

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APA (6th Edition):

Balde, A. D. (2010). Speed management in rural communities using optical speed bars. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7026

Chicago Manual of Style (16th Edition):

Balde, Abdoulaye Diogo. “Speed management in rural communities using optical speed bars.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/7026.

MLA Handbook (7th Edition):

Balde, Abdoulaye Diogo. “Speed management in rural communities using optical speed bars.” 2010. Web. 22 Aug 2019.

Vancouver:

Balde AD. Speed management in rural communities using optical speed bars. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/7026.

Council of Science Editors:

Balde AD. Speed management in rural communities using optical speed bars. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7026


Kansas State University

29. Schwabauer, Brandon. Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings.

Degree: MS, Department of Architectural Engineering and Construction Science, 2010, Kansas State University

 This report uses and references (Analysis of Vertical Reinforcement in Slender Reinforced Concrete (Tilt-up) Panels with Openings & Subject to Varying Wind Pressures) (Bartels, 2010)… (more)

Subjects/Keywords: Tilt-up concrete panels; Slender reinforced concrete panels; Engineering, Civil (0543)

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APA (6th Edition):

Schwabauer, B. (2010). Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7040

Chicago Manual of Style (16th Edition):

Schwabauer, Brandon. “Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings.” 2010. Masters Thesis, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/7040.

MLA Handbook (7th Edition):

Schwabauer, Brandon. “Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings.” 2010. Web. 22 Aug 2019.

Vancouver:

Schwabauer B. Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/7040.

Council of Science Editors:

Schwabauer B. Analysis of assumptions made in design of reinforcement in Slender Reinforced Concrete (Tilt-Up) panels with openings. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7040

30. Al-Rahmani, Ahmed Hamid Abdulrahman. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.

Degree: PhD, Department of Civil Engineering, 2015, Kansas State University

 Recent applications in reinforced concrete columns, including strengthening and extreme loading events, necessitate the development of specialized nonlinear analysis methods to predict the confined interaction… (more)

Subjects/Keywords: Rectangular concrete columns; Confinement; Shear; Fiber Reinforced Polymer; Civil Engineering (0543)

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APA (6th Edition):

Al-Rahmani, A. H. A. (2015). Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/18967

Chicago Manual of Style (16th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Doctoral Dissertation, Kansas State University. Accessed August 22, 2019. http://hdl.handle.net/2097/18967.

MLA Handbook (7th Edition):

Al-Rahmani, Ahmed Hamid Abdulrahman. “Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping.” 2015. Web. 22 Aug 2019.

Vancouver:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Internet] [Doctoral dissertation]. Kansas State University; 2015. [cited 2019 Aug 22]. Available from: http://hdl.handle.net/2097/18967.

Council of Science Editors:

Al-Rahmani AHA. Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping. [Doctoral Dissertation]. Kansas State University; 2015. Available from: http://hdl.handle.net/2097/18967

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