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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Kuchma, Daniel A."). Showing records 1 – 16 of 16 total matches.

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University of Illinois – Urbana-Champaign

1. Gries, Matthew B. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

 Bridges, particularly short-span highway bridges, are basic elements of nearly all contemporary transportation networks. For reinforced concrete structures, complete information regarding the number, size, and… (more)

Subjects/Keywords: reinforced concrete bridge assessment

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APA (6th Edition):

Gries, M. B. (2010). Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/15970

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

Chicago Manual of Style (16th Edition):

Gries, Matthew B. “Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/15970.

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

MLA Handbook (7th Edition):

Gries, Matthew B. “Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges.” 2010. Web. 16 Jul 2019.

Vancouver:

Gries MB. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/15970.

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

Council of Science Editors:

Gries MB. Numerical study of improved methods of in-field capacity assessment of reinforced concrete bridges. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/15970

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


University of Illinois – Urbana-Champaign

2. Mock, Andrew W. Performance of C-Shaped structural concrete walls subjected to bi-directional loading.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Reinforced concrete walls are commonly used as the lateral force resisting system for mid-rise buildings in regions of low and high seismicity. Wall geometries in… (more)

Subjects/Keywords: reinforced concrete wall; non-planar wall; coupled core wall; large-scale testing; finite element analysis; shear distribution; effective stiffness

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APA (6th Edition):

Mock, A. W. (2018). Performance of C-Shaped structural concrete walls subjected to bi-directional loading. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/102466

Chicago Manual of Style (16th Edition):

Mock, Andrew W. “Performance of C-Shaped structural concrete walls subjected to bi-directional loading.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/102466.

MLA Handbook (7th Edition):

Mock, Andrew W. “Performance of C-Shaped structural concrete walls subjected to bi-directional loading.” 2018. Web. 16 Jul 2019.

Vancouver:

Mock AW. Performance of C-Shaped structural concrete walls subjected to bi-directional loading. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/102466.

Council of Science Editors:

Mock AW. Performance of C-Shaped structural concrete walls subjected to bi-directional loading. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/102466


University of Illinois – Urbana-Champaign

3. 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 (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

4. Chen, Zhe. Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The objective of this dissertation is to further investigate the performance of concrete crosstie and fastening system under vertical and lateral wheel load using finite… (more)

Subjects/Keywords: finite element analysis; concrete crosstie; fastening system

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APA (6th Edition):

Chen, Z. (2015). Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78441

Chicago Manual of Style (16th Edition):

Chen, Zhe. “Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/78441.

MLA Handbook (7th Edition):

Chen, Zhe. “Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model.” 2015. Web. 16 Jul 2019.

Vancouver:

Chen Z. Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/78441.

Council of Science Editors:

Chen Z. Mechanistic analysis of concrete crosstie and fastening system using field-validated finite element model. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78441


University of Illinois – Urbana-Champaign

5. Abdelnaby, Adel. Multiple earthquake effects on degrading reinforced concrete structures.

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

 Multiple earthquakes occur at many regions around the world where complex fault systems exist. These fault systems usually do not relieve all accumulated strains at… (more)

Subjects/Keywords: Multiple Earthquakes; Damage Accumulation; Degrading Structures

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APA (6th Edition):

Abdelnaby, A. (2012). Multiple earthquake effects on degrading reinforced concrete structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/34345

Chicago Manual of Style (16th Edition):

Abdelnaby, Adel. “Multiple earthquake effects on degrading reinforced concrete structures.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/34345.

MLA Handbook (7th Edition):

Abdelnaby, Adel. “Multiple earthquake effects on degrading reinforced concrete structures.” 2012. Web. 16 Jul 2019.

Vancouver:

Abdelnaby A. Multiple earthquake effects on degrading reinforced concrete structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/34345.

Council of Science Editors:

Abdelnaby A. Multiple earthquake effects on degrading reinforced concrete structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/34345


University of Illinois – Urbana-Champaign

6. Borello, Daniel J. Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling.

Degree: PhD, 0106, 2014, University of Illinois – Urbana-Champaign

 The Steel Plate Shear Wall with Coupling (SPSW-WC) configuration is an extension of the conventional Steel Plate Shear Wall (SPSW) seismic lateral force resisting system.… (more)

Subjects/Keywords: Structural Engineering; Seismic Design; Earthquake Engineering; Steel Structures; Coupled Walls; Steel Plate Shear Walls; Dynamic Analysis; Experimental Testing

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APA (6th Edition):

Borello, D. J. (2014). Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/49499

Chicago Manual of Style (16th Edition):

Borello, Daniel J. “Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling.” 2014. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/49499.

MLA Handbook (7th Edition):

Borello, Daniel J. “Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling.” 2014. Web. 16 Jul 2019.

Vancouver:

Borello DJ. Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2014. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/49499.

Council of Science Editors:

Borello DJ. Behavior and large-scale experimental testing of Steel Plate Shear Walls with Coupling. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2014. Available from: http://hdl.handle.net/2142/49499

7. Behrouzi, Anahid A. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Many reinforced concrete buildings in seismic regions employ reinforced concrete shear walls as part of the lateral force resisting system and these walls often have… (more)

Subjects/Keywords: Reinforced Concrete Walls; Structural Walls; Flanged Walls; Bi-directional Loading; Web Reinforcement

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APA (6th Edition):

Behrouzi, A. A. (2016). Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/95368

Chicago Manual of Style (16th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/95368.

MLA Handbook (7th Edition):

Behrouzi, Anahid A. “Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls.” 2016. Web. 16 Jul 2019.

Vancouver:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/95368.

Council of Science Editors:

Behrouzi AA. Impact of cross section, web reinforcement and load history on the seismic performance of slender concrete walls. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/95368


University of Illinois – Urbana-Champaign

8. Wei, Sihang. Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation.

Degree: PhD, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 US railways move more freight (measured in tonne-kms) by rail than by any other means. This is done over an extensive network of primarily private… (more)

Subjects/Keywords: Railroad; Concrete crosstie; Fastening system; Load path; Experiment; Finite element analysis; Static; Dynamic

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APA (6th Edition):

Wei, S. (2017). Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97369

Chicago Manual of Style (16th Edition):

Wei, Sihang. “Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/97369.

MLA Handbook (7th Edition):

Wei, Sihang. “Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation.” 2017. Web. 16 Jul 2019.

Vancouver:

Wei S. Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/97369.

Council of Science Editors:

Wei S. Determination of load path through concrete crosstie and fastening system: a laboratory and field investigation. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97369


University of Illinois – Urbana-Champaign

9. Mahmoud, Hussam N. Seismic behavior of semi-rigid steel frames.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 The widespread and unexpected damage to welded connections during recent earthquakes led to the investigation of alternatives for the construction of steel frames in seismic… (more)

Subjects/Keywords: Earthquake Engineering; Semi-rigid Frames; Seismic Design; Hybrid Simulation; Non-linear Time-response Analyses.

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APA (6th Edition):

Mahmoud, H. N. (2011). Seismic behavior of semi-rigid steel frames. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26164

Chicago Manual of Style (16th Edition):

Mahmoud, Hussam N. “Seismic behavior of semi-rigid steel frames.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/26164.

MLA Handbook (7th Edition):

Mahmoud, Hussam N. “Seismic behavior of semi-rigid steel frames.” 2011. Web. 16 Jul 2019.

Vancouver:

Mahmoud HN. Seismic behavior of semi-rigid steel frames. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/26164.

Council of Science Editors:

Mahmoud HN. Seismic behavior of semi-rigid steel frames. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26164

10. Hart, Christopher. Cracking of reinforced concrete structural walls subjected to cyclic loading.

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

 A barrier to the development, calibration, and validation of improved and quantifiably accurate computational tools for predicting the behavior of concrete structures is the lack… (more)

Subjects/Keywords: Reinforced Concrete Walls; Structural Walls; Cracking; Tension Stiffening; Tensile Response; Planar Walls; Coupled Walls

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APA (6th Edition):

Hart, C. (2012). Cracking of reinforced concrete structural walls subjected to cyclic loading. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30902

Chicago Manual of Style (16th Edition):

Hart, Christopher. “Cracking of reinforced concrete structural walls subjected to cyclic loading.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/30902.

MLA Handbook (7th Edition):

Hart, Christopher. “Cracking of reinforced concrete structural walls subjected to cyclic loading.” 2012. Web. 16 Jul 2019.

Vancouver:

Hart C. Cracking of reinforced concrete structural walls subjected to cyclic loading. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/30902.

Council of Science Editors:

Hart C. Cracking of reinforced concrete structural walls subjected to cyclic loading. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30902

11. Frankie, Thomas M. Impact of complex system behavior on seismic assessment of RC bridges.

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

 The damage to reinforced concrete (RC) bridges observed in the 1971 San Fernando, 1994 Northridge, and 1995 Kobe earthquakes prompted significant research efforts within the… (more)

Subjects/Keywords: Seismic Assessment; Reinforced Concrete; Bridge; Combined Actions; Earthquake; Hybrid Simulation; Fragility Curve; Vulnerability Relationship; Illinois Network for Earthquake Engineering Simulation (NEES); Multi-axial Full-scale Substructure Testing and Simulation (MUST-SIM)

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APA (6th Edition):

Frankie, T. M. (2013). Impact of complex system behavior on seismic assessment of RC bridges. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/45318

Chicago Manual of Style (16th Edition):

Frankie, Thomas M. “Impact of complex system behavior on seismic assessment of RC bridges.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/45318.

MLA Handbook (7th Edition):

Frankie, Thomas M. “Impact of complex system behavior on seismic assessment of RC bridges.” 2013. Web. 16 Jul 2019.

Vancouver:

Frankie TM. Impact of complex system behavior on seismic assessment of RC bridges. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/45318.

Council of Science Editors:

Frankie TM. Impact of complex system behavior on seismic assessment of RC bridges. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/45318

12. Sim, Sung Han. Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 Wireless Smart Sensor Networks (WSSNs) facilitates a new paradigm to structural identification and monitoring for civil infrastructure. Conventionally, wired sensors and central data acquisition systems… (more)

Subjects/Keywords: structural health monitoring; smart sensor; decentralized data processing; multimetric sensing; decentralized modal analysis

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APA (6th Edition):

Sim, S. H. (2011). Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24248

Chicago Manual of Style (16th Edition):

Sim, Sung Han. “Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/24248.

MLA Handbook (7th Edition):

Sim, Sung Han. “Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors.” 2011. Web. 16 Jul 2019.

Vancouver:

Sim SH. Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/24248.

Council of Science Editors:

Sim SH. Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24248

13. Senalik, Christopher. Detection and assessment of wood decay – glulam beams and wooden utility poles.

Degree: PhD, 3846, 2013, University of Illinois – Urbana-Champaign

 This report documents the development of acoustic and ultrasonic inspection methods on wooden glulam beams and utility poles. All beams and poles examined where composed… (more)

Subjects/Keywords: Non-Destructive Evaluation; Wood; Douglas-fir; Brown Rot Decay; Finite Difference; Utility Poles; Glulam Beams; Wave Propagation; Acousto-ultrasonic; Dispersion

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APA (6th Edition):

Senalik, C. (2013). Detection and assessment of wood decay – glulam beams and wooden utility poles. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/44281

Chicago Manual of Style (16th Edition):

Senalik, Christopher. “Detection and assessment of wood decay – glulam beams and wooden utility poles.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/44281.

MLA Handbook (7th Edition):

Senalik, Christopher. “Detection and assessment of wood decay – glulam beams and wooden utility poles.” 2013. Web. 16 Jul 2019.

Vancouver:

Senalik C. Detection and assessment of wood decay – glulam beams and wooden utility poles. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/44281.

Council of Science Editors:

Senalik C. Detection and assessment of wood decay – glulam beams and wooden utility poles. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/44281

14. Gencturk, Bora. Multi-objective optimal seismic design of buildings using advanced engineering materials.

Degree: PhD, 0106, 2011, University of Illinois – Urbana-Champaign

 Although seismic safety remains a major concern of society – and unfortunately this observation has been underpinned by recent earthquakes – economy and sustainability in seismic design… (more)

Subjects/Keywords: Engineered Cementitious Composites (ECC); Reinforced Concrete; Sustainability; Small-Scale Testing; Life-Cycle Cost Analysis; Optimization; Taboo Search; Dynamic Analysis; Finite Element Analysis; Constitutive Model; Performance-Based Seismic Design; Probabilistic Seismic Hazard Analysis; Spectrum Matching; Ground Motion Selection

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APA (6th Edition):

Gencturk, B. (2011). Multi-objective optimal seismic design of buildings using advanced engineering materials. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26252

Chicago Manual of Style (16th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/26252.

MLA Handbook (7th Edition):

Gencturk, Bora. “Multi-objective optimal seismic design of buildings using advanced engineering materials.” 2011. Web. 16 Jul 2019.

Vancouver:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/26252.

Council of Science Editors:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26252

15. Oesch, Tyler Scott. Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography.

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 To make significant advances in concrete engineering, understanding the behavior of cementitious materials at the micro-scale will be necessary. To reach this goal, the location… (more)

Subjects/Keywords: X-Ray Computed Tomography (CT); Double Punch Test (DPT); Fiber Reinforced Concrete; Ultra-High Performance Concrete (UHPC); Anisotropic Fiber Orientation; Digital Image Processing

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APA (6th Edition):

Oesch, T. S. (2015). Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78353

Chicago Manual of Style (16th Edition):

Oesch, Tyler Scott. “Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/78353.

MLA Handbook (7th Edition):

Oesch, Tyler Scott. “Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography.” 2015. Web. 16 Jul 2019.

Vancouver:

Oesch TS. Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/78353.

Council of Science Editors:

Oesch TS. Investigation of fiber and cracking behavior for conventional and ultra-high performance concretes using x-ray computed tomography. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78353

16. Elanwar Amin, Hazem. On-line model updating in earthquake hybrid simulation.

Degree: PhD, 0106, 2015, University of Illinois – Urbana-Champaign

 Hybrid simulation has emerged as a relatively accurate and efficient tool for the evaluation of structural response under earthquake loading. In the conventional hybrid simulation,… (more)

Subjects/Keywords: Model Updating; Hybrid Simulation; Earthquake Engineering; Optimization; Neural Networks

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

APA (6th Edition):

Elanwar Amin, H. (2015). On-line model updating in earthquake hybrid simulation. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/73040

Chicago Manual of Style (16th Edition):

Elanwar Amin, Hazem. “On-line model updating in earthquake hybrid simulation.” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed July 16, 2019. http://hdl.handle.net/2142/73040.

MLA Handbook (7th Edition):

Elanwar Amin, Hazem. “On-line model updating in earthquake hybrid simulation.” 2015. Web. 16 Jul 2019.

Vancouver:

Elanwar Amin H. On-line model updating in earthquake hybrid simulation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Jul 16]. Available from: http://hdl.handle.net/2142/73040.

Council of Science Editors:

Elanwar Amin H. On-line model updating in earthquake hybrid simulation. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/73040

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