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You searched for +publisher:"Colorado State University" +contributor:("Mahmoud, Hussam N."). Showing records 1 – 12 of 12 total matches.

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Colorado State University

1. Engle, Travis J. Floor slab damper and isolation hybrid system optimized for seismic vibration control, A.

Degree: MS(M.S.), Civil and Environmental Engineering, 2014, Colorado State University

 Damage and fatigue to structures due to earthquake loading has cost millions of dollars in repair and reconstruction over the last century. Limited reduction in… (more)

Subjects/Keywords: isolated floor slab; earthquake response; optimization; tuned mass damper; vibration control; mass ratio

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APA (6th Edition):

Engle, T. J. (2014). Floor slab damper and isolation hybrid system optimized for seismic vibration control, A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/83895

Chicago Manual of Style (16th Edition):

Engle, Travis J. “Floor slab damper and isolation hybrid system optimized for seismic vibration control, A.” 2014. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/83895.

MLA Handbook (7th Edition):

Engle, Travis J. “Floor slab damper and isolation hybrid system optimized for seismic vibration control, A.” 2014. Web. 11 Apr 2021.

Vancouver:

Engle TJ. Floor slab damper and isolation hybrid system optimized for seismic vibration control, A. [Internet] [Masters thesis]. Colorado State University; 2014. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/83895.

Council of Science Editors:

Engle TJ. Floor slab damper and isolation hybrid system optimized for seismic vibration control, A. [Masters Thesis]. Colorado State University; 2014. Available from: http://hdl.handle.net/10217/83895


Colorado State University

2. Debelak, Aliena Marie. Finite element analysis of flexible debris-flow barriers, A.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 The objective of this study was to simulate the stress-displacement behavior of a flexible debris-flow mitigation structure with a three-dimensional finite element model (FEM). Flexible,… (more)

Subjects/Keywords: finite element analysis; mitigation; debris flow; rock fall; flexible ring net barrier

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APA (6th Edition):

Debelak, A. M. (2018). Finite element analysis of flexible debris-flow barriers, A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/191257

Chicago Manual of Style (16th Edition):

Debelak, Aliena Marie. “Finite element analysis of flexible debris-flow barriers, A.” 2018. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/191257.

MLA Handbook (7th Edition):

Debelak, Aliena Marie. “Finite element analysis of flexible debris-flow barriers, A.” 2018. Web. 11 Apr 2021.

Vancouver:

Debelak AM. Finite element analysis of flexible debris-flow barriers, A. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/191257.

Council of Science Editors:

Debelak AM. Finite element analysis of flexible debris-flow barriers, A. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/191257


Colorado State University

3. Adhikari, Pramodit. Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes.

Degree: MS(M.S.), Civil and Environmental Engineering, 2020, Colorado State University

 Tornadoes pose a significant threat to life and buildings, especially residential buildings, causing an average of $8 billion per year in damage and numerous casualties.… (more)

Subjects/Keywords: fragility; resilience; tornadoes; residential building; community; sustainability

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APA (6th Edition):

Adhikari, P. (2020). Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/219506

Chicago Manual of Style (16th Edition):

Adhikari, Pramodit. “Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes.” 2020. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/219506.

MLA Handbook (7th Edition):

Adhikari, Pramodit. “Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes.” 2020. Web. 11 Apr 2021.

Vancouver:

Adhikari P. Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes. [Internet] [Masters thesis]. Colorado State University; 2020. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/219506.

Council of Science Editors:

Adhikari P. Life-cycle cost and carbon-footprint analysis for buildings and communities subjected to tornadoes. [Masters Thesis]. Colorado State University; 2020. Available from: http://hdl.handle.net/10217/219506


Colorado State University

4. Zhou, Yufen. Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 Critical infrastructure systems, such as long-span bridges, offer the underlying foundation for many aspects of modern society, such as national security, quality of life and… (more)

Subjects/Keywords: dynamics; long-span bridge; wind; earthquake; cable breakage; traffic

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APA (6th Edition):

Zhou, Y. (2016). Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/173391

Chicago Manual of Style (16th Edition):

Zhou, Yufen. “Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards.” 2016. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/173391.

MLA Handbook (7th Edition):

Zhou, Yufen. “Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards.” 2016. Web. 11 Apr 2021.

Vancouver:

Zhou Y. Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/173391.

Council of Science Editors:

Zhou Y. Dynamic assessment of the long-span cable-stayed bridge and traffic system subjected to multiple hazards. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/173391

5. Masoomi, Hassan. Resilience-based decision framework to determine performance targets for the built environment, A.

Degree: PhD, Civil and Environmental Engineering, 2018, Colorado State University

 Current design codes and standards focus on the design of individual facilities. A typical building is designed with the objective of the life safety of… (more)

Subjects/Keywords: infrastructure system; natural hazard; tornado; interdependent networks; community resilience; population outmigration

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APA (6th Edition):

Masoomi, H. (2018). Resilience-based decision framework to determine performance targets for the built environment, A. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/189335

Chicago Manual of Style (16th Edition):

Masoomi, Hassan. “Resilience-based decision framework to determine performance targets for the built environment, A.” 2018. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/189335.

MLA Handbook (7th Edition):

Masoomi, Hassan. “Resilience-based decision framework to determine performance targets for the built environment, A.” 2018. Web. 11 Apr 2021.

Vancouver:

Masoomi H. Resilience-based decision framework to determine performance targets for the built environment, A. [Internet] [Doctoral dissertation]. Colorado State University; 2018. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/189335.

Council of Science Editors:

Masoomi H. Resilience-based decision framework to determine performance targets for the built environment, A. [Doctoral Dissertation]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/189335


Colorado State University

6. Maloney, Timothy D. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.

Degree: MS(M.S.), Civil and Environmental Engineering, 2017, Colorado State University

 Each year, damage to infrastructure caused by the uncorrelated hazards of tornadoes and expansive soils is on the order of billions of dollars. The monetary… (more)

Subjects/Keywords: expansive soils; light wood frame; community resilience; tornado; finite element modeling

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APA (6th Edition):

Maloney, T. D. (2017). Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/185658

Chicago Manual of Style (16th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2017. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/185658.

MLA Handbook (7th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2017. Web. 11 Apr 2021.

Vancouver:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Internet] [Masters thesis]. Colorado State University; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/185658.

Council of Science Editors:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Masters Thesis]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/185658


Colorado State University

7. Wen, Huajie. Predicting ductile fracture in steel connections.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 Separation of material, known as fracture, is one of the ultimate failure phenomena in steel elements. Preventing or delaying fracture is therefore essential for ensuring… (more)

Subjects/Keywords: fatigue; steel connection; ductile fracture; stress triaxiality; lode parameter

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APA (6th Edition):

Wen, H. (2016). Predicting ductile fracture in steel connections. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/176794

Chicago Manual of Style (16th Edition):

Wen, Huajie. “Predicting ductile fracture in steel connections.” 2016. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/176794.

MLA Handbook (7th Edition):

Wen, Huajie. “Predicting ductile fracture in steel connections.” 2016. Web. 11 Apr 2021.

Vancouver:

Wen H. Predicting ductile fracture in steel connections. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/176794.

Council of Science Editors:

Wen H. Predicting ductile fracture in steel connections. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176794


Colorado State University

8. Bahmani, Pouria. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.

Degree: PhD, Civil and Environmental Engineering, 2015, Colorado State University

 Recent earthquakes such as Loma Prieta (1989) and Northridge (1994) in California have highlighted the poor performance of one class of existing buildings. Many older… (more)

Subjects/Keywords: performance-based seismic design; shake table test; wood-frame buildings; performance-based seismic retrofit; multi-story retrofit design; soft-story buildings

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APA (6th Edition):

Bahmani, P. (2015). Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166935

Chicago Manual of Style (16th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/166935.

MLA Handbook (7th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Web. 11 Apr 2021.

Vancouver:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/166935.

Council of Science Editors:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166935

9. Bhoite, Siddhesh. Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A.

Degree: MS(M.S.), Mechanical Engineering, 2017, Colorado State University

 A series of computational modeling studies were performed using the CONVERGETM computational fluid dynamics (CFD) platform to gain in-depth understanding of the chemically reacting flow… (more)

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APA (6th Edition):

Bhoite, S. (2017). Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/184014

Chicago Manual of Style (16th Edition):

Bhoite, Siddhesh. “Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A.” 2017. Masters Thesis, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/184014.

MLA Handbook (7th Edition):

Bhoite, Siddhesh. “Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A.” 2017. Web. 11 Apr 2021.

Vancouver:

Bhoite S. Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A. [Internet] [Masters thesis]. Colorado State University; 2017. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/184014.

Council of Science Editors:

Bhoite S. Computational study of auto ignition, spark ignition and dual fuel droplet ignition in a rapid compression machine, A. [Masters Thesis]. Colorado State University; 2017. Available from: http://hdl.handle.net/10217/184014

10. Do, Trung Quang. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.

Degree: PhD, Civil and Environmental Engineering, 2016, Colorado State University

 This dissertation focuses on a methodology for performance-based design using fragilities in fluid-structures interaction problems. Two types of fluid-structure interaction problems are investigated in this… (more)

Subjects/Keywords: fatigue; hurricane wave and surge; wind turbine; fragility; elevated coastal structures; performance-based design

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APA (6th Edition):

Do, T. Q. (2016). Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/176738

Chicago Manual of Style (16th Edition):

Do, Trung Quang. “Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.” 2016. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/176738.

MLA Handbook (7th Edition):

Do, Trung Quang. “Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures.” 2016. Web. 11 Apr 2021.

Vancouver:

Do TQ. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. [Internet] [Doctoral dissertation]. Colorado State University; 2016. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/176738.

Council of Science Editors:

Do TQ. Fragility approach for performance-based design in fluid-structure interaction problems, Part I: Wind and wind turbines, Part II: Waves and elevated coastal structures. [Doctoral Dissertation]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/176738

11. Nozhati, Saeed. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

 This dissertation introduces approximate dynamic programming (ADP) techniques to identify near-optimal recovery strategies following extreme natural hazards. The proposed techniques are intended to support policymakers,… (more)

Subjects/Keywords: community resilience; Markov decision process; rollout; food security; approximate dynamic programming; optimal recovery management

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APA (6th Edition):

Nozhati, S. (2019). Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/197318

Chicago Manual of Style (16th Edition):

Nozhati, Saeed. “Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.” 2019. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/197318.

MLA Handbook (7th Edition):

Nozhati, Saeed. “Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach.” 2019. Web. 11 Apr 2021.

Vancouver:

Nozhati S. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/197318.

Council of Science Editors:

Nozhati S. Optimal stochastic scheduling of restoration of infrastructure systems from hazards: an approximate dynamic programming approach. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/197318


Colorado State University

12. Hussein, Assal. Performance assessment of simple blast wall systems.

Degree: PhD, Civil and Environmental Engineering, 2019, Colorado State University

To view the abstract, please see the full text of the document. Advisors/Committee Members: Mahmoud, Hussam N. (advisor), Heyliger, Paul R. (advisor), van de Lindt, John W. (committee member), McLean, David I. (committee member), Mueller, Jennifer L. (committee member).

Subjects/Keywords: eardrums rupture; free-air blast; suicide attacks; fragility analysis; blast test; simple blast wall systems

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APA (6th Edition):

Hussein, A. (2019). Performance assessment of simple blast wall systems. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/195279

Chicago Manual of Style (16th Edition):

Hussein, Assal. “Performance assessment of simple blast wall systems.” 2019. Doctoral Dissertation, Colorado State University. Accessed April 11, 2021. http://hdl.handle.net/10217/195279.

MLA Handbook (7th Edition):

Hussein, Assal. “Performance assessment of simple blast wall systems.” 2019. Web. 11 Apr 2021.

Vancouver:

Hussein A. Performance assessment of simple blast wall systems. [Internet] [Doctoral dissertation]. Colorado State University; 2019. [cited 2021 Apr 11]. Available from: http://hdl.handle.net/10217/195279.

Council of Science Editors:

Hussein A. Performance assessment of simple blast wall systems. [Doctoral Dissertation]. Colorado State University; 2019. Available from: http://hdl.handle.net/10217/195279

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