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You searched for +publisher:"Georgia Tech" +contributor:("Kahn, Lawrence F."). Showing records 1 – 25 of 25 total matches.

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Georgia Tech

1. Dykas, Julia Catherine. Behavior during construction of ramp B over I-40 in Nashville, TN.

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

 The construction of curved I-girder bridges generally requires detailed attention to the steel erection plan as well as the deck placement sequence. There is limited… (more)

Subjects/Keywords: Construction strain; Construction stress; Deflection; Static live load test; Finite element analysis; Bridge instrumentation; Girders; Finite element method; Bridges Design and construction

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APA (6th Edition):

Dykas, J. C. (2012). Behavior during construction of ramp B over I-40 in Nashville, TN. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/43711

Chicago Manual of Style (16th Edition):

Dykas, Julia Catherine. “Behavior during construction of ramp B over I-40 in Nashville, TN.” 2012. Masters Thesis, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/43711.

MLA Handbook (7th Edition):

Dykas, Julia Catherine. “Behavior during construction of ramp B over I-40 in Nashville, TN.” 2012. Web. 14 Oct 2019.

Vancouver:

Dykas JC. Behavior during construction of ramp B over I-40 in Nashville, TN. [Internet] [Masters thesis]. Georgia Tech; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/43711.

Council of Science Editors:

Dykas JC. Behavior during construction of ramp B over I-40 in Nashville, TN. [Masters Thesis]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/43711


Georgia Tech

2. Cardelino, Natalia H. Design of self-consolidating precast concrete using powdered limestone.

Degree: PhD, Civil and Environmental Engineering, 2018, Georgia Tech

 With their adoption into ASTM C595 and AASHTO M240 in 2012, Type IL cements which contain 15% interground limestone, have the potential to improve the… (more)

Subjects/Keywords: Self-consolidating concrete; Limestone powder; Creep; Drying shrinkage

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APA (6th Edition):

Cardelino, N. H. (2018). Design of self-consolidating precast concrete using powdered limestone. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/60309

Chicago Manual of Style (16th Edition):

Cardelino, Natalia H. “Design of self-consolidating precast concrete using powdered limestone.” 2018. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/60309.

MLA Handbook (7th Edition):

Cardelino, Natalia H. “Design of self-consolidating precast concrete using powdered limestone.” 2018. Web. 14 Oct 2019.

Vancouver:

Cardelino NH. Design of self-consolidating precast concrete using powdered limestone. [Internet] [Doctoral dissertation]. Georgia Tech; 2018. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/60309.

Council of Science Editors:

Cardelino NH. Design of self-consolidating precast concrete using powdered limestone. [Doctoral Dissertation]. Georgia Tech; 2018. Available from: http://hdl.handle.net/1853/60309


Georgia Tech

3. Nadelman, Elizabeth Imber. Hydration and microstructural development of portland limestone cement-based materials.

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

 The manufacture of portland cement contributes an estimated 5-8% of all anthropogenic carbon dioxide (CO2) emissions each year. One strategy to curb these cement-induced CO2… (more)

Subjects/Keywords: Cement; Concrete; Limestone; Portland limestone cement; Hydration; Microstructure; Heterogeneous nucleation; Early-age shrinkage; Permeability; Physical salt attack

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APA (6th Edition):

Nadelman, E. I. (2016). Hydration and microstructural development of portland limestone cement-based materials. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/58587

Chicago Manual of Style (16th Edition):

Nadelman, Elizabeth Imber. “Hydration and microstructural development of portland limestone cement-based materials.” 2016. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/58587.

MLA Handbook (7th Edition):

Nadelman, Elizabeth Imber. “Hydration and microstructural development of portland limestone cement-based materials.” 2016. Web. 14 Oct 2019.

Vancouver:

Nadelman EI. Hydration and microstructural development of portland limestone cement-based materials. [Internet] [Doctoral dissertation]. Georgia Tech; 2016. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/58587.

Council of Science Editors:

Nadelman EI. Hydration and microstructural development of portland limestone cement-based materials. [Doctoral Dissertation]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/58587


Georgia Tech

4. Zhang, Sijie. Integrating safety and BIM: automated construction hazard identification and prevention.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Safety of workers in the construction environment remains one of the greatest challenges faced by the construction industry today. Activity-based hazard identification and prevention is… (more)

Subjects/Keywords: Construction safety; Safety planning; Building information modeling; BIM; Ontology; Rule checking; Hazard identification; Hazard prevention; Workspace analysis; Fall hazards

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APA (6th Edition):

Zhang, S. (2014). Integrating safety and BIM: automated construction hazard identification and prevention. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52235

Chicago Manual of Style (16th Edition):

Zhang, Sijie. “Integrating safety and BIM: automated construction hazard identification and prevention.” 2014. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/52235.

MLA Handbook (7th Edition):

Zhang, Sijie. “Integrating safety and BIM: automated construction hazard identification and prevention.” 2014. Web. 14 Oct 2019.

Vancouver:

Zhang S. Integrating safety and BIM: automated construction hazard identification and prevention. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/52235.

Council of Science Editors:

Zhang S. Integrating safety and BIM: automated construction hazard identification and prevention. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/52235


Georgia Tech

5. Wang, Chao. Point clouds and thermal data fusion for automated gbXML-based building geometry model generation.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Existing residential and small commercial buildings now represent the greatest opportunity to improve building energy efficiency. Building energy simulation analysis is becoming increasingly important because… (more)

Subjects/Keywords: Point cloud; As-built; As-is; gbXML; Building geometry model; Thermal camera; LiDAR; Laser scanner

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APA (6th Edition):

Wang, C. (2014). Point clouds and thermal data fusion for automated gbXML-based building geometry model generation. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/54008

Chicago Manual of Style (16th Edition):

Wang, Chao. “Point clouds and thermal data fusion for automated gbXML-based building geometry model generation.” 2014. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/54008.

MLA Handbook (7th Edition):

Wang, Chao. “Point clouds and thermal data fusion for automated gbXML-based building geometry model generation.” 2014. Web. 14 Oct 2019.

Vancouver:

Wang C. Point clouds and thermal data fusion for automated gbXML-based building geometry model generation. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/54008.

Council of Science Editors:

Wang C. Point clouds and thermal data fusion for automated gbXML-based building geometry model generation. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/54008


Georgia Tech

6. Gao, Nan. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.

Degree: PhD, Civil and Environmental Engineering, 2017, Georgia Tech

 Shape memory alloys (SMAs) are innovative materials that have great potential in structural engineering because they can provide significant energy dissipation capacity and introduce considerable… (more)

Subjects/Keywords: Intermediate strain rates; Strain rate dependency; High loading rate; Shape memory alloy; Tensile loading tests; Seismic re-centering; Blast protection

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APA (6th Edition):

Gao, N. (2017). Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59256

Chicago Manual of Style (16th Edition):

Gao, Nan. “Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.” 2017. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/59256.

MLA Handbook (7th Edition):

Gao, Nan. “Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.” 2017. Web. 14 Oct 2019.

Vancouver:

Gao N. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. [Internet] [Doctoral dissertation]. Georgia Tech; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/59256.

Council of Science Editors:

Gao N. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. [Doctoral Dissertation]. Georgia Tech; 2017. Available from: http://hdl.handle.net/1853/59256


Georgia Tech

7. Paul, Alvaro. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.

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

 The durability of prestressed concrete structures in marine environments is of increasing concern. Traditionally, emphasis of research on this topic has been placed on the… (more)

Subjects/Keywords: Prestressed concrete; Durability of concrete structures; Delayed ettringite formation; Stainless steel; Corrosion of steel reinforcement; Bridge piles; Acidic sands

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APA (6th Edition):

Paul, A. (2015). Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/56195

Chicago Manual of Style (16th Edition):

Paul, Alvaro. “Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.” 2015. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/56195.

MLA Handbook (7th Edition):

Paul, Alvaro. “Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.” 2015. Web. 14 Oct 2019.

Vancouver:

Paul A. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/56195.

Council of Science Editors:

Paul A. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/56195


Georgia Tech

8. Shearer, Christopher R. The productive reuse of coal, biomass and co-fired fly ash.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Stricter greenhouse gas emission limits and renewable energy requirements are expected to further increase the worldwide practices of firing biomass and co-firing biomass with coal,… (more)

Subjects/Keywords: Biomass; Fly ash; Supplementary cementitious material; Pozzolan; Sustainability; Cement; Concrete; Materials characterization; Alkali-activation; Geopolymer

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APA (6th Edition):

Shearer, C. R. (2014). The productive reuse of coal, biomass and co-fired fly ash. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/52298

Chicago Manual of Style (16th Edition):

Shearer, Christopher R. “The productive reuse of coal, biomass and co-fired fly ash.” 2014. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/52298.

MLA Handbook (7th Edition):

Shearer, Christopher R. “The productive reuse of coal, biomass and co-fired fly ash.” 2014. Web. 14 Oct 2019.

Vancouver:

Shearer CR. The productive reuse of coal, biomass and co-fired fly ash. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/52298.

Council of Science Editors:

Shearer CR. The productive reuse of coal, biomass and co-fired fly ash. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/52298


Georgia Tech

9. Mentes, Yavuz. Analytical and experimental assessment of steel truss bridge gusset plate connections.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 The I-35W Bridge over the Mississippi River in Minneapolis, MN had a catastrophic failure in the main span of the deck truss in 2007. This… (more)

Subjects/Keywords: Joint; Parametric study; Test; Nonlinear; Chord splice; Digital image correlation; Photoelastic; Inelastic; Bolt; Block shear; Yielding; Plate buckling; Finite element analysis; Experiment; Bridge failures; Gusset plates; Trusses; Truss bridges

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APA (6th Edition):

Mentes, Y. (2011). Analytical and experimental assessment of steel truss bridge gusset plate connections. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/42767

Chicago Manual of Style (16th Edition):

Mentes, Yavuz. “Analytical and experimental assessment of steel truss bridge gusset plate connections.” 2011. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/42767.

MLA Handbook (7th Edition):

Mentes, Yavuz. “Analytical and experimental assessment of steel truss bridge gusset plate connections.” 2011. Web. 14 Oct 2019.

Vancouver:

Mentes Y. Analytical and experimental assessment of steel truss bridge gusset plate connections. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/42767.

Council of Science Editors:

Mentes Y. Analytical and experimental assessment of steel truss bridge gusset plate connections. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/42767


Georgia Tech

10. Venugopal, Manu. Formal specification of industry foundation class concepts using engineering ontologies.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 Architecture, Engineering, Construction (AEC) and Facilities Management (FM) involve domains that require a very diverse set of information and model exchanges to fully realize the… (more)

Subjects/Keywords: Semantics; Product/process modeling; Industry Foundation Classes (IFC); Model exchanges; Construction engineering; Building Information Modeling (BIM); Model View Definitions (MVD); Architecture; Computer programs

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APA (6th Edition):

Venugopal, M. (2011). Formal specification of industry foundation class concepts using engineering ontologies. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/42868

Chicago Manual of Style (16th Edition):

Venugopal, Manu. “Formal specification of industry foundation class concepts using engineering ontologies.” 2011. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/42868.

MLA Handbook (7th Edition):

Venugopal, Manu. “Formal specification of industry foundation class concepts using engineering ontologies.” 2011. Web. 14 Oct 2019.

Vancouver:

Venugopal M. Formal specification of industry foundation class concepts using engineering ontologies. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/42868.

Council of Science Editors:

Venugopal M. Formal specification of industry foundation class concepts using engineering ontologies. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/42868


Georgia Tech

11. Sanborn, Marc J. Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads.

Degree: PhD, Civil and Environmental Engineering, 2018, Georgia Tech

 Explosive threats continue to be a primary tactic of terrorist organizations in today’s international security environment, often impacting civil structures and infrastructure. When structures are… (more)

Subjects/Keywords: Residual capacity; Bolt shear; Impact; Experimental

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APA (6th Edition):

Sanborn, M. J. (2018). Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59866

Chicago Manual of Style (16th Edition):

Sanborn, Marc J. “Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads.” 2018. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/59866.

MLA Handbook (7th Edition):

Sanborn, Marc J. “Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads.” 2018. Web. 14 Oct 2019.

Vancouver:

Sanborn MJ. Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads. [Internet] [Doctoral dissertation]. Georgia Tech; 2018. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/59866.

Council of Science Editors:

Sanborn MJ. Experimental methods for understanding the behavior and residual capacity of bolts and steel bolted connections under impulsive loads. [Doctoral Dissertation]. Georgia Tech; 2018. Available from: http://hdl.handle.net/1853/59866

12. Lokhande, Ajinkya M. Evaluation of steel I-section beam and beam-column bracing requirements by test simulation.

Degree: MS, Civil and Environmental Engineering, 2014, Georgia Tech

 The ANSI/AISC 360-10 Appendix-6 provisions provide limited guidance on the bracing requirements for beam-columns. In cases involving point (nodal) or shear panel (relative) lateral bracing… (more)

Subjects/Keywords: Stability bracing; Beams; Beam-columns

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APA (6th Edition):

Lokhande, A. M. (2014). Evaluation of steel I-section beam and beam-column bracing requirements by test simulation. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/53114

Chicago Manual of Style (16th Edition):

Lokhande, Ajinkya M. “Evaluation of steel I-section beam and beam-column bracing requirements by test simulation.” 2014. Masters Thesis, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/53114.

MLA Handbook (7th Edition):

Lokhande, Ajinkya M. “Evaluation of steel I-section beam and beam-column bracing requirements by test simulation.” 2014. Web. 14 Oct 2019.

Vancouver:

Lokhande AM. Evaluation of steel I-section beam and beam-column bracing requirements by test simulation. [Internet] [Masters thesis]. Georgia Tech; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/53114.

Council of Science Editors:

Lokhande AM. Evaluation of steel I-section beam and beam-column bracing requirements by test simulation. [Masters Thesis]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/53114

13. Wright, Timothy R. Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers.

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

 A prototype reinforced concrete moment frame representative of low-rise office buildings in the Central and Eastern United States from the 1950s-1970s was designed and selected… (more)

Subjects/Keywords: Linear inertial shaker; RCGF; GLD; Reinforced concrete gravity frame; Gravity load designed; Lap splice failure; Mobile shaker; Shaker testing; Nonductile

…preliminary of the LIS inside the Georgia Tech Structural Engineering and Mechanics of Materials… 

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APA (6th Edition):

Wright, T. R. (2015). Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/54414

Chicago Manual of Style (16th Edition):

Wright, Timothy R. “Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers.” 2015. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/54414.

MLA Handbook (7th Edition):

Wright, Timothy R. “Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers.” 2015. Web. 14 Oct 2019.

Vancouver:

Wright TR. Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/54414.

Council of Science Editors:

Wright TR. Full-scale seismic testing of a reinforced concrete moment frame using mobile shakers. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/54414

14. Jeong, Woo Yong. Structural analysis and optimized design of general nonprismatic I-section members.

Degree: PhD, Civil and Environmental Engineering, 2014, Georgia Tech

 Tapered I-section members have been employed widely for the design of long-span structures such as large clear-span buildings, stadiums, and bridges because of their structural… (more)

Subjects/Keywords: Buckling; Finite element; Nonprismatic; Taper; Optimization;

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APA (6th Edition):

Jeong, W. Y. (2014). Structural analysis and optimized design of general nonprismatic I-section members. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/53020

Chicago Manual of Style (16th Edition):

Jeong, Woo Yong. “Structural analysis and optimized design of general nonprismatic I-section members.” 2014. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/53020.

MLA Handbook (7th Edition):

Jeong, Woo Yong. “Structural analysis and optimized design of general nonprismatic I-section members.” 2014. Web. 14 Oct 2019.

Vancouver:

Jeong WY. Structural analysis and optimized design of general nonprismatic I-section members. [Internet] [Doctoral dissertation]. Georgia Tech; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/53020.

Council of Science Editors:

Jeong WY. Structural analysis and optimized design of general nonprismatic I-section members. [Doctoral Dissertation]. Georgia Tech; 2014. Available from: http://hdl.handle.net/1853/53020

15. Dolphyn, Bradley P. Laminar cracking in post-tensioned concrete nuclear containment buildings.

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

 As a critical public safety-related structure, the long-term integrity of post-tensioned concrete containment buildings (PCCs) is necessary for continued operation of the reactors they house.… (more)

Subjects/Keywords: Post-tensioned concrete containment; Nuclear power plant; Maturity; Match-curing; Thermal stress; Finite element analysis

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APA (6th Edition):

Dolphyn, B. P. (2016). Laminar cracking in post-tensioned concrete nuclear containment buildings. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/55017

Chicago Manual of Style (16th Edition):

Dolphyn, Bradley P. “Laminar cracking in post-tensioned concrete nuclear containment buildings.” 2016. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/55017.

MLA Handbook (7th Edition):

Dolphyn, Bradley P. “Laminar cracking in post-tensioned concrete nuclear containment buildings.” 2016. Web. 14 Oct 2019.

Vancouver:

Dolphyn BP. Laminar cracking in post-tensioned concrete nuclear containment buildings. [Internet] [Doctoral dissertation]. Georgia Tech; 2016. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/55017.

Council of Science Editors:

Dolphyn BP. Laminar cracking in post-tensioned concrete nuclear containment buildings. [Doctoral Dissertation]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/55017

16. Puthur Jayapalan, Amal Raj. Properties of cement-based materials in the presence of nano and microparticle additives.

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

 Cement clinker production is a highly resource and energy intensive process and contributes substantially to annual global anthropogenic greenhouse gas emissions. One potential pathway to… (more)

Subjects/Keywords: Titania; Limestone; Nanoparticles; Sustainability; Concrete; Cement; Photocatalysis; Heterogeneous nucleation; Cement Additives; Nanoparticles; Cement clinkers; Titanium dioxide; Limestone; Sustainable engineering

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APA (6th Edition):

Puthur Jayapalan, A. R. (2013). Properties of cement-based materials in the presence of nano and microparticle additives. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/49104

Chicago Manual of Style (16th Edition):

Puthur Jayapalan, Amal Raj. “Properties of cement-based materials in the presence of nano and microparticle additives.” 2013. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/49104.

MLA Handbook (7th Edition):

Puthur Jayapalan, Amal Raj. “Properties of cement-based materials in the presence of nano and microparticle additives.” 2013. Web. 14 Oct 2019.

Vancouver:

Puthur Jayapalan AR. Properties of cement-based materials in the presence of nano and microparticle additives. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/49104.

Council of Science Editors:

Puthur Jayapalan AR. Properties of cement-based materials in the presence of nano and microparticle additives. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/49104

17. Engindeniz, Murat. Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites.

Degree: PhD, Civil and Environmental Engineering, 2008, Georgia Tech

 The results of an experimental investigation are presented which examine the seismic adequacy of pre-1970 reinforced concrete (RC) corner beam-column joints and the efficacy of… (more)

Subjects/Keywords: FRP; Rehabilitation; Beam-column connection; Exterior; Seismic; Retrofit; Concrete construction Joints Maintenance and repair; Fiber-reinforced concrete; Reinforced concrete construction; Earthquake resistant design

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APA (6th Edition):

Engindeniz, M. (2008). Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/24808

Chicago Manual of Style (16th Edition):

Engindeniz, Murat. “Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites.” 2008. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/24808.

MLA Handbook (7th Edition):

Engindeniz, Murat. “Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites.” 2008. Web. 14 Oct 2019.

Vancouver:

Engindeniz M. Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites. [Internet] [Doctoral dissertation]. Georgia Tech; 2008. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/24808.

Council of Science Editors:

Engindeniz M. Repair and strengthening of Pre-1970 reinforced concrete corner beam-column joints using CFRP composites. [Doctoral Dissertation]. Georgia Tech; 2008. Available from: http://hdl.handle.net/1853/24808

18. Kalkan, Ilker. Lateral torsional buckling of rectangular reinforced concrete beams.

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

 The study presents the results of an experimental and analytical investigation aimed at examining the lateral stability of rectangular reinforced concrete slender beams. In the… (more)

Subjects/Keywords: Slenderness; Long span; Lateral bending rigidity; Minor-axis bending; Bridge girders; Concrete girders; Torsional rigidity; Concrete beams; Lateral loads

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APA (6th Edition):

Kalkan, I. (2009). Lateral torsional buckling of rectangular reinforced concrete beams. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/31788

Chicago Manual of Style (16th Edition):

Kalkan, Ilker. “Lateral torsional buckling of rectangular reinforced concrete beams.” 2009. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/31788.

MLA Handbook (7th Edition):

Kalkan, Ilker. “Lateral torsional buckling of rectangular reinforced concrete beams.” 2009. Web. 14 Oct 2019.

Vancouver:

Kalkan I. Lateral torsional buckling of rectangular reinforced concrete beams. [Internet] [Doctoral dissertation]. Georgia Tech; 2009. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/31788.

Council of Science Editors:

Kalkan I. Lateral torsional buckling of rectangular reinforced concrete beams. [Doctoral Dissertation]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/31788

19. Ramanathan, Karthik Narayan. Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy.

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

 Quantitative and qualitative assessment of the seismic risk to highway bridges is crucial in pre-earthquake planning, and post-earthquake response of transportation systems. Such assessments provide… (more)

Subjects/Keywords: Reliability; Nonlinear time history analyses; Seismic design philosophy; Fragility curves; Bridges; Finite element analyses; Earthquake resistant design; Earthquake engineering; Earthquake engineering Research; Bridges Design and construction; Bridges Earthquake effects

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APA (6th Edition):

Ramanathan, K. N. (2012). Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/44883

Chicago Manual of Style (16th Edition):

Ramanathan, Karthik Narayan. “Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy.” 2012. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/44883.

MLA Handbook (7th Edition):

Ramanathan, Karthik Narayan. “Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy.” 2012. Web. 14 Oct 2019.

Vancouver:

Ramanathan KN. Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy. [Internet] [Doctoral dissertation]. Georgia Tech; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/44883.

Council of Science Editors:

Ramanathan KN. Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy. [Doctoral Dissertation]. Georgia Tech; 2012. Available from: http://hdl.handle.net/1853/44883

20. Deaton, James B. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.

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

 This research investigated the behavior of nonseismically detailed reinforced concrete exterior beam-column joints subjected to bidirectional lateral cyclic loading using nonlinear finite element analysis (NLFEA).… (more)

Subjects/Keywords: Smeared crack model; Shear failure; Beam-column joint; NLFEA; Earthquake engineering; Seismic design; Finite element method (FEM); Reinforced concrete; Earthquake engineering Research; Structural analysis (Engineering); Numerical analysis; Joints (Engineering); Concrete construction Joints

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APA (6th Edition):

Deaton, J. B. (2013). Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/47538

Chicago Manual of Style (16th Edition):

Deaton, James B. “Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.” 2013. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/47538.

MLA Handbook (7th Edition):

Deaton, James B. “Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing.” 2013. Web. 14 Oct 2019.

Vancouver:

Deaton JB. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. [Internet] [Doctoral dissertation]. Georgia Tech; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/47538.

Council of Science Editors:

Deaton JB. Nonlinear finite element analysis of reinforced concrete exterior beam-column joints with nonseismic detailing. [Doctoral Dissertation]. Georgia Tech; 2013. Available from: http://hdl.handle.net/1853/47538


Georgia Tech

21. Haines, Robert Anthony. Shear Testing of Prestressed High Performance Concrete Bridge Girders.

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

 This report details the design and construction of an AASHTO Type IV prestressed girder and a PCI BT-56 prestressed girder. It also details the shear… (more)

Subjects/Keywords: Shear; Concrete; Prestressed; Girders; High performance; Shear (Mechanics) Testing; Prestressed concrete Testing; Prestressed concrete beams Testing; Girders Testing; Bridges, Concrete Testing

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APA (6th Edition):

Haines, R. A. (2005). Shear Testing of Prestressed High Performance Concrete Bridge Girders. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7120

Chicago Manual of Style (16th Edition):

Haines, Robert Anthony. “Shear Testing of Prestressed High Performance Concrete Bridge Girders.” 2005. Masters Thesis, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/7120.

MLA Handbook (7th Edition):

Haines, Robert Anthony. “Shear Testing of Prestressed High Performance Concrete Bridge Girders.” 2005. Web. 14 Oct 2019.

Vancouver:

Haines RA. Shear Testing of Prestressed High Performance Concrete Bridge Girders. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/7120.

Council of Science Editors:

Haines RA. Shear Testing of Prestressed High Performance Concrete Bridge Girders. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7120


Georgia Tech

22. Horta, Alen. Evaluation of Self-Consolidating Concrete for Bridge Structure Applications.

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

 The goal of this research was to determine whether precast prestressed bridge elements with congested reinforcement could be cast using self-consolidating concrete (SCC) without vibration… (more)

Subjects/Keywords: Modulus of rupture; Chloride permeability; Self-consolidating concrete

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APA (6th Edition):

Horta, A. (2005). Evaluation of Self-Consolidating Concrete for Bridge Structure Applications. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7159

Chicago Manual of Style (16th Edition):

Horta, Alen. “Evaluation of Self-Consolidating Concrete for Bridge Structure Applications.” 2005. Masters Thesis, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/7159.

MLA Handbook (7th Edition):

Horta, Alen. “Evaluation of Self-Consolidating Concrete for Bridge Structure Applications.” 2005. Web. 14 Oct 2019.

Vancouver:

Horta A. Evaluation of Self-Consolidating Concrete for Bridge Structure Applications. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/7159.

Council of Science Editors:

Horta A. Evaluation of Self-Consolidating Concrete for Bridge Structure Applications. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7159


Georgia Tech

23. Deaton, James B. A Finite Element Approach to Reinforced Concrete Slab Design.

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

 The objective of this study was the development of a procedure in GT STRUDL to design reinforced concrete flat plate systems based on the results… (more)

Subjects/Keywords: Slab; Reinforced concrete; Finite elements; Flat plate; Element force; Design

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APA (6th Edition):

Deaton, J. B. (2005). A Finite Element Approach to Reinforced Concrete Slab Design. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7188

Chicago Manual of Style (16th Edition):

Deaton, James B. “A Finite Element Approach to Reinforced Concrete Slab Design.” 2005. Masters Thesis, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/7188.

MLA Handbook (7th Edition):

Deaton, James B. “A Finite Element Approach to Reinforced Concrete Slab Design.” 2005. Web. 14 Oct 2019.

Vancouver:

Deaton JB. A Finite Element Approach to Reinforced Concrete Slab Design. [Internet] [Masters thesis]. Georgia Tech; 2005. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/7188.

Council of Science Editors:

Deaton JB. A Finite Element Approach to Reinforced Concrete Slab Design. [Masters Thesis]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7188


Georgia Tech

24. Thaesler-Garibaldi, Maria P. A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage.

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

 A Damage Assessment Model, Construction Process Model and Parametric Quantity Model were developed with the purpose of capturing the engineering knowledge involved in the estimating… (more)

Subjects/Keywords: Preliminary cost estimating; Cost methodology; Bridge management; Structural analysis (Engineering); Bridges, Concrete Maintenance and repair

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APA (6th Edition):

Thaesler-Garibaldi, M. P. (2005). A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/6915

Chicago Manual of Style (16th Edition):

Thaesler-Garibaldi, Maria P. “A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage.” 2005. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/6915.

MLA Handbook (7th Edition):

Thaesler-Garibaldi, Maria P. “A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage.” 2005. Web. 14 Oct 2019.

Vancouver:

Thaesler-Garibaldi MP. A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage. [Internet] [Doctoral dissertation]. Georgia Tech; 2005. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/6915.

Council of Science Editors:

Thaesler-Garibaldi MP. A methodology to Develop an Integrated Engineering System to Estimate Quantities for Bridge Repairs at the Pre-Design Stage. [Doctoral Dissertation]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/6915


Georgia Tech

25. Lopez, Mauricio. Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation.

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

 This multi-scale investigation aimed to provide new knowledge and understanding of creep and shrinkage of high performance lightweight concrete (HPLC) by assessing prestress losses in… (more)

Subjects/Keywords: Prestress losses; Image analysis; Internal curing; Cement-based; High-strength; Lightweight aggregate

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APA (6th Edition):

Lopez, M. (2005). Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/7531

Chicago Manual of Style (16th Edition):

Lopez, Mauricio. “Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation.” 2005. Doctoral Dissertation, Georgia Tech. Accessed October 14, 2019. http://hdl.handle.net/1853/7531.

MLA Handbook (7th Edition):

Lopez, Mauricio. “Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation.” 2005. Web. 14 Oct 2019.

Vancouver:

Lopez M. Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation. [Internet] [Doctoral dissertation]. Georgia Tech; 2005. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1853/7531.

Council of Science Editors:

Lopez M. Creep and Shrinkage of High Performance Lightweight Concrete: A Multi-Scale Investigation. [Doctoral Dissertation]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/7531

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