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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Gamble, William L."). Showing records 1 – 4 of 4 total matches.

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University of Illinois – Urbana-Champaign

1. Foltz, Raymond. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

 For earthquake-resistant design, adequate concrete confinement is vital for a ductile structural response and for providing a stable energy dissipating mechanism. Since concrete materials generally… (more)

Subjects/Keywords: High-Performance Fiber-Reinforced Cementitious Composites (HPFRCC); High-Performance Fiber-Reinforced Concrete; Biaxial HPFRCC Strength; Pile-Wharf Connection Test; HPFRCC Modeling

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

APA (6th Edition):

Foltz, R. (2012). Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29650

Chicago Manual of Style (16th Edition):

Foltz, Raymond. “Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/29650.

MLA Handbook (7th Edition):

Foltz, Raymond. “Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design.” 2012. Web. 16 Jul 2019.

Vancouver:

Foltz R. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/29650.

Council of Science Editors:

Foltz R. Structural behavior and modeling of high-performance fiber-reinforced cementitious composites for earthquake-resistant design. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29650


University of Illinois – Urbana-Champaign

2. D'Ambrosia, Matthew. Early age creep and shrinkage of emerging concrete materials.

Degree: PhD, 0106, 2012, University of Illinois – Urbana-Champaign

 Concrete pavements and structures are especially vulnerable to cracking at early age. The volumetric instability of concrete at early age is a frequent cause of… (more)

Subjects/Keywords: concrete volume change; tensile creep; autogenous shrinkage; restrained cracking; self-consolidating concrete (SCC); shrinkage reducing admixtures (SRA); high-performance concrete (HPC)

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APA (6th Edition):

D'Ambrosia, M. (2012). Early age creep and shrinkage of emerging concrete materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29427

Chicago Manual of Style (16th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/29427.

MLA Handbook (7th Edition):

D'Ambrosia, Matthew. “Early age creep and shrinkage of emerging concrete materials.” 2012. Web. 16 Jul 2019.

Vancouver:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/29427.

Council of Science Editors:

D'Ambrosia M. Early age creep and shrinkage of emerging concrete materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29427

3. Caiza Sanchez, Pablo. Seismic modeling, analysis and design of structural concrete pile-deck connections.

Degree: PhD, 0106, 2013, University of Illinois – Urbana-Champaign

 This dissertation encompasses three primary efforts related to the assessment of the seismic behavior of shallow embedment, structural concrete pile-deck connections: (i) the implementation and… (more)

Subjects/Keywords: shallow embedment; structural concrete pile-deck connections; computational model; slip; damage indices; parametric study; structural interactions

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APA (6th Edition):

Caiza Sanchez, P. (2013). Seismic modeling, analysis and design of structural concrete pile-deck connections. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/45302

Chicago Manual of Style (16th Edition):

Caiza Sanchez, Pablo. “Seismic modeling, analysis and design of structural concrete pile-deck connections.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/45302.

MLA Handbook (7th Edition):

Caiza Sanchez, Pablo. “Seismic modeling, analysis and design of structural concrete pile-deck connections.” 2013. Web. 16 Jul 2019.

Vancouver:

Caiza Sanchez P. Seismic modeling, analysis and design of structural concrete pile-deck connections. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/45302.

Council of Science Editors:

Caiza Sanchez P. Seismic modeling, analysis and design of structural concrete pile-deck connections. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/45302


University of Illinois – Urbana-Champaign

4. Keifer, Kurt A. Development of a pile condition index and a road map for the development of a structural section rating.

Degree: PhD, Civil Engineering, 2006, University of Illinois – Urbana-Champaign

 For the managers of waterfront facilities, routine infrastructure condition assessments are a necessity. Damage resulting from overloading events and deterioration caused by any number of… (more)

Subjects/Keywords: concrete piles; infrastructure management; condition inspection; condition rating; facility management; waterfront facility management; waterfront condition inspection; objective condition assessment; condition index; Delphi Study; Pile Condition Index (Pile CI); WHARFER; Engineered Management System (EMS); deduct value curves; cumulative damage; critical condition

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

APA (6th Edition):

Keifer, K. A. (2006). Development of a pile condition index and a road map for the development of a structural section rating. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18696

Chicago Manual of Style (16th Edition):

Keifer, Kurt A. “Development of a pile condition index and a road map for the development of a structural section rating.” 2006. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/18696.

MLA Handbook (7th Edition):

Keifer, Kurt A. “Development of a pile condition index and a road map for the development of a structural section rating.” 2006. Web. 16 Jul 2019.

Vancouver:

Keifer KA. Development of a pile condition index and a road map for the development of a structural section rating. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2006. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/18696.

Council of Science Editors:

Keifer KA. Development of a pile condition index and a road map for the development of a structural section rating. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2006. Available from: http://hdl.handle.net/2142/18696

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