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You searched for +publisher:"University of Illinois – Urbana-Champaign" +contributor:("Elnashai, Amr S."). Showing records 1 – 23 of 23 total matches.

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University of Illinois – Urbana-Champaign

1. Chen, Elisa. Multi-hazard design of mid- to high-rise structures.

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

 The importance of multi-hazard design of structures has emerged in the last decade, as extensive media coverage of natural disasters have increased public awareness of… (more)

Subjects/Keywords: multihazard; earthquake; wind; hurricane; high rise

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

APA (6th Edition):

Chen, E. (2012). Multi-hazard design of mid- to high-rise structures. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31147

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):

Chen, Elisa. “Multi-hazard design of mid- to high-rise structures.” 2012. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/31147.

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

MLA Handbook (7th Edition):

Chen, Elisa. “Multi-hazard design of mid- to high-rise structures.” 2012. Web. 21 Apr 2021.

Vancouver:

Chen E. Multi-hazard design of mid- to high-rise structures. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/31147.

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

Council of Science Editors:

Chen E. Multi-hazard design of mid- to high-rise structures. [Thesis]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31147

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

2. Frankie, Thomas M. Simulation-based fragility relationships for unreinforced masonry buildings.

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

 Unreinforced masonry (URM) structures represent a significant portion of the residential building stock of the Central and Eastern United States (CEUSA), accounting for 15% of… (more)

Subjects/Keywords: Unreinforced Masonry; Fragility Curves; Fragility Relationships; Simulation Based; Vulnerability; Seismic Loss Assessment; Pushover Curves; Masonry Buildings

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APA (6th Edition):

Frankie, T. M. (2010). Simulation-based fragility relationships for unreinforced masonry buildings. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16218

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):

Frankie, Thomas M. “Simulation-based fragility relationships for unreinforced masonry buildings.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/16218.

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

MLA Handbook (7th Edition):

Frankie, Thomas M. “Simulation-based fragility relationships for unreinforced masonry buildings.” 2010. Web. 21 Apr 2021.

Vancouver:

Frankie TM. Simulation-based fragility relationships for unreinforced masonry buildings. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/16218.

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

Council of Science Editors:

Frankie TM. Simulation-based fragility relationships for unreinforced masonry buildings. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16218

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

3. Ozkula, Gulen. High strength steel for seismic resistance of beam-to-column connections: novel metal investigation.

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

 The use of high strength steels (HSS) has been gradually increasing since 1930s. However, research and knowledge about HSS lagged, preventing its widespread applicability in… (more)

Subjects/Keywords: bainite steel; high strength steel; ductility; semi-rigid connections; extended end-plate; yield line

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APA (6th Edition):

Ozkula, G. (2011). High strength steel for seismic resistance of beam-to-column connections: novel metal investigation. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26290

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):

Ozkula, Gulen. “High strength steel for seismic resistance of beam-to-column connections: novel metal investigation.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/26290.

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

MLA Handbook (7th Edition):

Ozkula, Gulen. “High strength steel for seismic resistance of beam-to-column connections: novel metal investigation.” 2011. Web. 21 Apr 2021.

Vancouver:

Ozkula G. High strength steel for seismic resistance of beam-to-column connections: novel metal investigation. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/26290.

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

Council of Science Editors:

Ozkula G. High strength steel for seismic resistance of beam-to-column connections: novel metal investigation. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26290

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


University of Illinois – Urbana-Champaign

4. 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 April 21, 2021. http://hdl.handle.net/2142/34345.

MLA Handbook (7th Edition):

Abdelnaby, Adel. “Multiple earthquake effects on degrading reinforced concrete structures.” 2012. Web. 21 Apr 2021.

Vancouver:

Abdelnaby A. Multiple earthquake effects on degrading reinforced concrete structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. 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

5. 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 April 21, 2021. http://hdl.handle.net/2142/26164.

MLA Handbook (7th Edition):

Mahmoud, Hussam N. “Seismic behavior of semi-rigid steel frames.” 2011. Web. 21 Apr 2021.

Vancouver:

Mahmoud HN. Seismic behavior of semi-rigid steel frames. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. 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


University of Illinois – Urbana-Champaign

6. Lin, Sheng-Lin. An integrated earthquake impact assessment system.

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

 This dissertation presents a methodology for the refined, reliable, integrated and versatile assessment of the impact of earthquakes on civil infrastructure systems by using free-field… (more)

Subjects/Keywords: NEES Integrated Seismic Risk Assessment Framework (NISRAF); Earthquake Impact Assessment; Hybrid Simulation; Hazard Characterization; Model Calibration; Hybrid Fragility Analysis; Uncertainty Quantification; Network for Earthquake Engineering Simulation (NEES)

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APA (6th Edition):

Lin, S. (2011). An integrated earthquake impact assessment system. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/26184

Chicago Manual of Style (16th Edition):

Lin, Sheng-Lin. “An integrated earthquake impact assessment system.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/26184.

MLA Handbook (7th Edition):

Lin, Sheng-Lin. “An integrated earthquake impact assessment system.” 2011. Web. 21 Apr 2021.

Vancouver:

Lin S. An integrated earthquake impact assessment system. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/26184.

Council of Science Editors:

Lin S. An integrated earthquake impact assessment system. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/26184


University of Illinois – Urbana-Champaign

7. Fermandois Cornejo, Gaston Andres. Development and implementation of a multi-axial real-time hybrid simulation framework.

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

 Real-time hybrid simulation is an efficient and cost-effective experimental testing technique for performance evaluation of structural systems subjected to earthquake loading with rate-dependent behavior. To… (more)

Subjects/Keywords: real-time hybrid simulation; multiple actuators; dynamic coupling; kinematic transformations; model-based compensation

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APA (6th Edition):

Fermandois Cornejo, G. A. (2018). Development and implementation of a multi-axial real-time hybrid simulation framework. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/101133

Chicago Manual of Style (16th Edition):

Fermandois Cornejo, Gaston Andres. “Development and implementation of a multi-axial real-time hybrid simulation framework.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/101133.

MLA Handbook (7th Edition):

Fermandois Cornejo, Gaston Andres. “Development and implementation of a multi-axial real-time hybrid simulation framework.” 2018. Web. 21 Apr 2021.

Vancouver:

Fermandois Cornejo GA. Development and implementation of a multi-axial real-time hybrid simulation framework. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/101133.

Council of Science Editors:

Fermandois Cornejo GA. Development and implementation of a multi-axial real-time hybrid simulation framework. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/101133


University of Illinois – Urbana-Champaign

8. Phillips, Brian. Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures.

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

 Extreme dynamic events continue to demonstrate the fragility of civil infrastructure worldwide. Over the years, design codes and computational tools have come to reflect an… (more)

Subjects/Keywords: Structural Dynamics; Hybrid Simulation; Real-Time Hybrid Simulation; Actuator Control; Shake Table Testing

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APA (6th Edition):

Phillips, B. (2012). Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/31052

Chicago Manual of Style (16th Edition):

Phillips, Brian. “Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/31052.

MLA Handbook (7th Edition):

Phillips, Brian. “Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures.” 2012. Web. 21 Apr 2021.

Vancouver:

Phillips B. Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/31052.

Council of Science Editors:

Phillips B. Model-based feedforward-feedback control for real-time hybrid simulation of large-scale structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/31052

9. Lewis, Amanda L. Embankment performance under earthquake loading.

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

 Transportation networks are essential for a functional society and are a major component of civil infrastructure. The importance of a functioning network is heightened in… (more)

Subjects/Keywords: pavement; embankment; seismic; earthquake

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APA (6th Edition):

Lewis, A. L. (2011). Embankment performance under earthquake loading. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24429

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):

Lewis, Amanda L. “Embankment performance under earthquake loading.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/24429.

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

MLA Handbook (7th Edition):

Lewis, Amanda L. “Embankment performance under earthquake loading.” 2011. Web. 21 Apr 2021.

Vancouver:

Lewis AL. Embankment performance under earthquake loading. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/24429.

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

Council of Science Editors:

Lewis AL. Embankment performance under earthquake loading. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24429

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

10. Moon, Do Soo. Integrated seismic assessment and design of plan-irregular structures.

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

 Structures that have non-coincident centers of mass and stiffness are referred to as plan-irregular structures. Such structures could be highly vulnerable to earthquake damage due… (more)

Subjects/Keywords: Plan-irregular Structure; Kinematic Eccentricity; Torsional Response; Integrated Framework; Seismic Design and Assessment; Inelastic Seismic Response

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APA (6th Edition):

Moon, D. S. (2013). Integrated seismic assessment and design of plan-irregular structures. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42267

Chicago Manual of Style (16th Edition):

Moon, Do Soo. “Integrated seismic assessment and design of plan-irregular structures.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/42267.

MLA Handbook (7th Edition):

Moon, Do Soo. “Integrated seismic assessment and design of plan-irregular structures.” 2013. Web. 21 Apr 2021.

Vancouver:

Moon DS. Integrated seismic assessment and design of plan-irregular structures. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/42267.

Council of Science Editors:

Moon DS. Integrated seismic assessment and design of plan-irregular structures. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42267


University of Illinois – Urbana-Champaign

11. Como, Anisa. Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US.

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

 The New Madrid Seismic Zone (NMSZ) is described as a low probability high risk event. In case of a repetition of the 1811-1812 earthquake series,… (more)

Subjects/Keywords: seismic loss assessment; New Madrid Seismic Zone; Central US; earthquakes

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APA (6th Edition):

Como, A. (2010). Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16187

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):

Como, Anisa. “Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/16187.

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

MLA Handbook (7th Edition):

Como, Anisa. “Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US.” 2010. Web. 21 Apr 2021.

Vancouver:

Como A. Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/16187.

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

Council of Science Editors:

Como A. Seismic loss assessment of sequential rupture of New Madrid Seismic Zone on the Central US. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16187

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


University of Illinois – Urbana-Champaign

12. Bennier, David J. Hybrid simulation of steel frames with semi-rigid connections.

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

 Fully-welded connections for earthquake resistance of steel frames are costly and their performance is adversely affected by weld defects and low-cycle fatigue. An alternative to… (more)

Subjects/Keywords: Hybrid simulation; Bouc-Wen

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APA (6th Edition):

Bennier, D. J. (2010). Hybrid simulation of steel frames with semi-rigid connections. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/14646

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):

Bennier, David J. “Hybrid simulation of steel frames with semi-rigid connections.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/14646.

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

MLA Handbook (7th Edition):

Bennier, David J. “Hybrid simulation of steel frames with semi-rigid connections.” 2010. Web. 21 Apr 2021.

Vancouver:

Bennier DJ. Hybrid simulation of steel frames with semi-rigid connections. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/14646.

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

Council of Science Editors:

Bennier DJ. Hybrid simulation of steel frames with semi-rigid connections. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/14646

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

13. 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 April 21, 2021. 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. 21 Apr 2021.

Vancouver:

Frankie TM. Impact of complex system behavior on seismic assessment of RC bridges. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Apr 21]. 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

14. 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 (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 April 21, 2021. http://hdl.handle.net/2142/73040.

MLA Handbook (7th Edition):

Elanwar Amin, Hazem. “On-line model updating in earthquake hybrid simulation.” 2015. Web. 21 Apr 2021.

Vancouver:

Elanwar Amin H. On-line model updating in earthquake hybrid simulation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2021 Apr 21]. 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

15. 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 April 21, 2021. 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. 21 Apr 2021.

Vancouver:

Gencturk B. Multi-objective optimal seismic design of buildings using advanced engineering materials. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. 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

16. Chang, Chia-Ming. Multi-axial Active Isolation for Seismic Protection of Buildings.

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

 Structural control technology has been widely accepted as an effective means for the protection of structures against seismic hazards. Passive base isolation is one of… (more)

Subjects/Keywords: base isolation; Active Control; earthquakes; bi-directional excitations; hybrid simulation; experimental verification; shake table testing; multi-axial servo hydraulic actuators; H2/LQG control algorithm; advanced instrumentation

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APA (6th Edition):

Chang, C. (2012). Multi-axial Active Isolation for Seismic Protection of Buildings. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/29690

Chicago Manual of Style (16th Edition):

Chang, Chia-Ming. “Multi-axial Active Isolation for Seismic Protection of Buildings.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/29690.

MLA Handbook (7th Edition):

Chang, Chia-Ming. “Multi-axial Active Isolation for Seismic Protection of Buildings.” 2012. Web. 21 Apr 2021.

Vancouver:

Chang C. Multi-axial Active Isolation for Seismic Protection of Buildings. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/29690.

Council of Science Editors:

Chang C. Multi-axial Active Isolation for Seismic Protection of Buildings. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/29690

17. Jang, Shin Ae. Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors.

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

 Structural health monitoring (SHM) has drawn significant attention in recent decades because of its potential to reduce maintenance costs and increase the reliability of structures.… (more)

Subjects/Keywords: structural health monitoring; wireless smart sensor network; decentralized damage detection; full-scale bridge monitoring

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APA (6th Edition):

Jang, S. A. (2011). Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/18388

Chicago Manual of Style (16th Edition):

Jang, Shin Ae. “Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors.” 2011. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/18388.

MLA Handbook (7th Edition):

Jang, Shin Ae. “Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors.” 2011. Web. 21 Apr 2021.

Vancouver:

Jang SA. Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/18388.

Council of Science Editors:

Jang SA. Structural Health Monitoring for Bridge Structures Using Wireless Smart Sensors. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/18388

18. Li, Jian. Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis.

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

 Fragility functions are one of the key technical ingredients in seismic risk assessment. The derivation of fragility functions has been extensively studied in the past;… (more)

Subjects/Keywords: Fragility analysis; Structural Health Monitoring; Wireless Smart Sensor; Time Synchronization; Hybrid simulation; Multiple-Support Excitation; System identification; Output decoupling; Seismic risk assessment

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APA (6th Edition):

Li, J. (2013). Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/44294

Chicago Manual of Style (16th Edition):

Li, Jian. “Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/44294.

MLA Handbook (7th Edition):

Li, Jian. “Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis.” 2013. Web. 21 Apr 2021.

Vancouver:

Li J. Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/44294.

Council of Science Editors:

Li J. Monitoring, modeling, and hybrid simulation—an integrated Bayesian-based approach to high-fidelity fragility analysis. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/44294

19. 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 April 21, 2021. 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. 21 Apr 2021.

Vancouver:

Sim SH. Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2011. [cited 2021 Apr 21]. 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

20. Shin, Moochul. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.

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

 This research focuses on examining the use of shape memory alloy (SMA) spirals in the seismic retrofitting and repair of reinforced concrete (RC) bridge columns.… (more)

Subjects/Keywords: Active confinement; Shape memory alloy; Seismic retrofit; Repair; RC column; Concrete; Smart material; reinforced concrete (RC)

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APA (6th Edition):

Shin, M. (2012). Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/30991

Chicago Manual of Style (16th Edition):

Shin, Moochul. “Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.” 2012. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/30991.

MLA Handbook (7th Edition):

Shin, Moochul. “Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals.” 2012. Web. 21 Apr 2021.

Vancouver:

Shin M. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2012. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/30991.

Council of Science Editors:

Shin M. Seismic retrofit and repair of reinforced concrete bridge columns using shape memory alloy spirals. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2012. Available from: http://hdl.handle.net/2142/30991

21. Kim, Byungmin. Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan.

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

 The Mw 7.6 earthquake that occurred on 8 October 2005 in Kashmir, Pakistan, resulted in tremendous number of fatalities and injuries, and also triggered numerous… (more)

Subjects/Keywords: Seismic hazard analysis; slope stability analysis; discrete faults; vertical accelerations

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APA (6th Edition):

Kim, B. (2013). Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42208

Chicago Manual of Style (16th Edition):

Kim, Byungmin. “Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/42208.

MLA Handbook (7th Edition):

Kim, Byungmin. “Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan.” 2013. Web. 21 Apr 2021.

Vancouver:

Kim B. Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/42208.

Council of Science Editors:

Kim B. Seismic hazard analysis and seismic slope stability evaluation using discrete faults in northwestern Pakistan. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42208


University of Illinois – Urbana-Champaign

22. Chang, Liang. Transportation system modeling and applications in earthquake engineering.

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

 Transportation networks constitute one class of major civil infrastructure systems that is a critical backbone of modern society. Physical damage and functional loss to transportation… (more)

Subjects/Keywords: Transportation Infrastructure Systems; Network Modeling; Network Flow Capacity; Network Reachability; Post-earthquake; Travel Demand Modeling; Seismic Risk Assessment; Earthquake Engineering

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APA (6th Edition):

Chang, L. (2010). Transportation system modeling and applications in earthquake engineering. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16941

Chicago Manual of Style (16th Edition):

Chang, Liang. “Transportation system modeling and applications in earthquake engineering.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/16941.

MLA Handbook (7th Edition):

Chang, Liang. “Transportation system modeling and applications in earthquake engineering.” 2010. Web. 21 Apr 2021.

Vancouver:

Chang L. Transportation system modeling and applications in earthquake engineering. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/16941.

Council of Science Editors:

Chang L. Transportation system modeling and applications in earthquake engineering. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16941


University of Illinois – Urbana-Champaign

23. Kim, Jun Hee. Hybrid mathematical and informational modeling of beam-to-column connections.

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

 The analysis of steel and composite frames has traditionally been carried out by idealizing beam-to-column connections as either rigid or pinned. Although some advanced analysis… (more)

Subjects/Keywords: Hybrid modeling; mathematical modeling; informational modeling; neural-network; hysteretic behavior; beam-to-column connection

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APA (6th Edition):

Kim, J. H. (2010). Hybrid mathematical and informational modeling of beam-to-column connections. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16075

Chicago Manual of Style (16th Edition):

Kim, Jun Hee. “Hybrid mathematical and informational modeling of beam-to-column connections.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed April 21, 2021. http://hdl.handle.net/2142/16075.

MLA Handbook (7th Edition):

Kim, Jun Hee. “Hybrid mathematical and informational modeling of beam-to-column connections.” 2010. Web. 21 Apr 2021.

Vancouver:

Kim JH. Hybrid mathematical and informational modeling of beam-to-column connections. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2021 Apr 21]. Available from: http://hdl.handle.net/2142/16075.

Council of Science Editors:

Kim JH. Hybrid mathematical and informational modeling of beam-to-column connections. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16075

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