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Dept: Civil Engineering

You searched for publisher:"Lehigh University". Showing records 1 – 30 of 357 total matches.

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Lehigh University

1. Cercone, Christina. Advances in Design Procedures and Detailing of Structural Systems.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 The design of structural systems is a complex process which encompasses many different aspects of structural engineering. The design process includes understanding the load demands… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Cercone, C. (2016). Advances in Design Procedures and Detailing of Structural Systems. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2543

Chicago Manual of Style (16th Edition):

Cercone, Christina. “Advances in Design Procedures and Detailing of Structural Systems.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2543.

MLA Handbook (7th Edition):

Cercone, Christina. “Advances in Design Procedures and Detailing of Structural Systems.” 2016. Web. 14 Jul 2020.

Vancouver:

Cercone C. Advances in Design Procedures and Detailing of Structural Systems. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2543.

Council of Science Editors:

Cercone C. Advances in Design Procedures and Detailing of Structural Systems. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2543


Lehigh University

2. Dong, Baiping. Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 Analytical and large-scale experimental studies on steel MRF building structures with nonlinear viscous dampers were conducted. The primary objectives of this research are to investigate… (more)

Subjects/Keywords: design; expermental; nonlinear viscous damper; numerical; seismic loading; steel MRF; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Dong, B. (2016). Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2576

Chicago Manual of Style (16th Edition):

Dong, Baiping. “Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2576.

MLA Handbook (7th Edition):

Dong, Baiping. “Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers.” 2016. Web. 14 Jul 2020.

Vancouver:

Dong B. Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2576.

Council of Science Editors:

Dong B. Large-scale experimental, numerical, and design studies of steel MRF structures with nonlinear viscous dampers. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2576


Lehigh University

3. Dong, You. Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 During their service life, structural systems (e.g., civil and marine structures) may be subjected to aggressive deteriorations such as corrosion and fatigue and/or extreme events… (more)

Subjects/Keywords: Decision making; Hazard effects; Life-cycle management; Risk and resilience; Structural deterioration; Sustainability; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Dong, Y. (2016). Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2577

Chicago Manual of Style (16th Edition):

Dong, You. “Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2577.

MLA Handbook (7th Edition):

Dong, You. “Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems.” 2016. Web. 14 Jul 2020.

Vancouver:

Dong Y. Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2577.

Council of Science Editors:

Dong Y. Risk, Resilience, and Sustainability-Informed Assessment and Management of Aging Structural Systems. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2577


Lehigh University

4. Jaafar Al-Subaihawi, Safwan Waheed. Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs.

Degree: MS, Civil Engineering, 2017, Lehigh University

 This research proposes a new low damage seismic resistant system that implements a manual post-tensioning procedure by inserting a spring element at the post-tensioning steel… (more)

Subjects/Keywords: Conical disc springs; Manual post tensioning; Rocking frames; Timber rocking frames; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Jaafar Al-Subaihawi, S. W. (2017). Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2646

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):

Jaafar Al-Subaihawi, Safwan Waheed. “Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs.” 2017. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2646.

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

MLA Handbook (7th Edition):

Jaafar Al-Subaihawi, Safwan Waheed. “Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs.” 2017. Web. 14 Jul 2020.

Vancouver:

Jaafar Al-Subaihawi SW. Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs. [Internet] [Thesis]. Lehigh University; 2017. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2646.

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

Council of Science Editors:

Jaafar Al-Subaihawi SW. Static and Dynamic Analysis of Manually Post-Tensioned Timber Rocking Frames with Conical Disc Springs. [Thesis]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2646

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


Lehigh University

5. Karamlou, Aman. Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems.

Degree: PhD, Civil Engineering, 2017, Lehigh University

 When an extreme event occurs, such as an earthquake or a tsunami, the amount of socioeconomic losses due to reduced functionality of infrastructure systems over… (more)

Subjects/Keywords: Bridges; Disaster management; Optimization; Resilience; Restoration; Transportation networks; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Karamlou, A. (2017). Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2655

Chicago Manual of Style (16th Edition):

Karamlou, Aman. “Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems.” 2017. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2655.

MLA Handbook (7th Edition):

Karamlou, Aman. “Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems.” 2017. Web. 14 Jul 2020.

Vancouver:

Karamlou A. Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems. [Internet] [Doctoral dissertation]. Lehigh University; 2017. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2655.

Council of Science Editors:

Karamlou A. Multi-Scale Methodologies for Probabilistic Resilience Assessment and Enhancement of Bridges and Transportation Systems. [Doctoral Dissertation]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2655


Lehigh University

6. Kazemi Bidokhti, Karim. Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 Numerous rate-dependent damping devices have been recently developed to enhance the seismic performance of structural systems and mitigate the effects of seismic hazards. Real-time hybrid… (more)

Subjects/Keywords: Actuator Delay Compensation; Flexibility-based Fiber Element; Nonlinear Dynamic Analysis; Real-time Hybrid Simulation; Reinforced Concrete Structures; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Kazemi Bidokhti, K. (2016). Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2656

Chicago Manual of Style (16th Edition):

Kazemi Bidokhti, Karim. “Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2656.

MLA Handbook (7th Edition):

Kazemi Bidokhti, Karim. “Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures.” 2016. Web. 14 Jul 2020.

Vancouver:

Kazemi Bidokhti K. Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2656.

Council of Science Editors:

Kazemi Bidokhti K. Large-Scale Real-Time Hybrid Simulation of Reinforced Concrete Structures. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2656


Lehigh University

7. Khazaali, Mohanad Abdulzahra Ani. Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms.

Degree: MS, Civil Engineering, 2017, Lehigh University

 The existence of blockages in pipeline networks leads to serious issues that affect the efficiency of the infrastructure, losses of services and environmental risks. To… (more)

Subjects/Keywords: blockages; flow and pressure head measurements; Genetic Algorthims; non-invasive technique; objective function; optimization; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Khazaali, M. A. A. (2017). Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2660

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):

Khazaali, Mohanad Abdulzahra Ani. “Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms.” 2017. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2660.

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

MLA Handbook (7th Edition):

Khazaali, Mohanad Abdulzahra Ani. “Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms.” 2017. Web. 14 Jul 2020.

Vancouver:

Khazaali MAA. Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms. [Internet] [Thesis]. Lehigh University; 2017. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2660.

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

Council of Science Editors:

Khazaali MAA. Optimization Procedure to Identify Blockages in Pipeline Networks via non-invasive Technique based on Genetic Algorithms. [Thesis]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2660

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

8. Kolay, Chinmoy. Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 Dynamic response of linear and nonlinear structural systems subjected to any arbitrary excitation is often determined by solving the equations of motion using a direct… (more)

Subjects/Keywords: direct integration algorithm; dynamic analysis; explicit; numerical damping; real-time hybrid simulation; unconditional stability; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Kolay, C. (2016). Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2667

Chicago Manual of Style (16th Edition):

Kolay, Chinmoy. “Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2667.

MLA Handbook (7th Edition):

Kolay, Chinmoy. “Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics.” 2016. Web. 14 Jul 2020.

Vancouver:

Kolay C. Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2667.

Council of Science Editors:

Kolay C. Parametrically Dissipative Explicit Direct Integration Algorithms for Computational and Experimental Structural Dynamics. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2667


Lehigh University

9. Kordosky, Amy. Experimental and Computational Investigation of Composite Beam Response to Fire.

Degree: MS, Civil Engineering, 2017, Lehigh University

 This thesis presents three experimental studies on composite floor beams in fire that were performed in the Lehigh University ATLSS Furnace. The experiments include a… (more)

Subjects/Keywords: Composite Beam; Fire; Passive Fire Protection; Performance Based Design; SAFIR; Steel; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Kordosky, A. (2017). Experimental and Computational Investigation of Composite Beam Response to Fire. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2670

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):

Kordosky, Amy. “Experimental and Computational Investigation of Composite Beam Response to Fire.” 2017. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2670.

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

MLA Handbook (7th Edition):

Kordosky, Amy. “Experimental and Computational Investigation of Composite Beam Response to Fire.” 2017. Web. 14 Jul 2020.

Vancouver:

Kordosky A. Experimental and Computational Investigation of Composite Beam Response to Fire. [Internet] [Thesis]. Lehigh University; 2017. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2670.

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

Council of Science Editors:

Kordosky A. Experimental and Computational Investigation of Composite Beam Response to Fire. [Thesis]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2670

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

10. Lin, Hai. Microbial Modification of Soil for Ground Improvement.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 Biomediated geochemical processes in soil offer innovative and sustainable potential solutions to some geotechnical challenges. Microbial Induced Carbonate Precipitation (MICP) has been the most researched… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Lin, H. (2016). Microbial Modification of Soil for Ground Improvement. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2687

Chicago Manual of Style (16th Edition):

Lin, Hai. “Microbial Modification of Soil for Ground Improvement.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2687.

MLA Handbook (7th Edition):

Lin, Hai. “Microbial Modification of Soil for Ground Improvement.” 2016. Web. 14 Jul 2020.

Vancouver:

Lin H. Microbial Modification of Soil for Ground Improvement. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2687.

Council of Science Editors:

Lin H. Microbial Modification of Soil for Ground Improvement. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2687


Lehigh University

11. Matarazzo, Thomas James. A Framework for the Use of Mobile Sensor Networks in System Identification.

Degree: PhD, Civil Engineering, 2015, Lehigh University

 System identification (SID, also known as structural identification in this context) is the process of extracting a system’s modal properties from sensor measurements. Typically, a… (more)

Subjects/Keywords: Dynamic Sensor Networks; Missing Data; Mobile Sensing; Modal Identification; Structural Dynamics; Structural Health Monitoring; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Matarazzo, T. J. (2015). A Framework for the Use of Mobile Sensor Networks in System Identification. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2717

Chicago Manual of Style (16th Edition):

Matarazzo, Thomas James. “A Framework for the Use of Mobile Sensor Networks in System Identification.” 2015. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2717.

MLA Handbook (7th Edition):

Matarazzo, Thomas James. “A Framework for the Use of Mobile Sensor Networks in System Identification.” 2015. Web. 14 Jul 2020.

Vancouver:

Matarazzo TJ. A Framework for the Use of Mobile Sensor Networks in System Identification. [Internet] [Doctoral dissertation]. Lehigh University; 2015. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2717.

Council of Science Editors:

Matarazzo TJ. A Framework for the Use of Mobile Sensor Networks in System Identification. [Doctoral Dissertation]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/2717


Lehigh University

12. Mukherjee, Soham. Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams.

Degree: MS, Civil Engineering, 2016, Lehigh University

 A steel orthotropic deck integrated with steel box girders is proposed for a replacement vertical lift bridge. In contrast to the orthotropic bridge decks implemented… (more)

Subjects/Keywords: fitted floor beam; full scale; infinite fatigue life; lift bridge; orthotropic; round bottom rib; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Mukherjee, S. (2016). Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2737

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):

Mukherjee, Soham. “Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams.” 2016. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2737.

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

MLA Handbook (7th Edition):

Mukherjee, Soham. “Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams.” 2016. Web. 14 Jul 2020.

Vancouver:

Mukherjee S. Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams. [Internet] [Thesis]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2737.

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

Council of Science Editors:

Mukherjee S. Laboratory Fatigue Evaluation of a Full Scale Steel Orthotropic Bridge Deck with Round Bottom Ribs and Fitted Floor Beams. [Thesis]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2737

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


Lehigh University

13. Park, Yeun Chul. Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures.

Degree: PhD, Civil Engineering, 2015, Lehigh University

 Fatigue resistances of various tube-to-transverse plate welded connections for highway sign, signal, and luminaire support structures were evaluated experimentally and analytically. The connections considered for… (more)

Subjects/Keywords: Fatigue Design; Fatigue Resistance Assessment; Local Stress Approach; Parametric Study; Tube-to-transverse Plate Connections; Tubular Structures; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Park, Y. C. (2015). Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2753

Chicago Manual of Style (16th Edition):

Park, Yeun Chul. “Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures.” 2015. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2753.

MLA Handbook (7th Edition):

Park, Yeun Chul. “Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures.” 2015. Web. 14 Jul 2020.

Vancouver:

Park YC. Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures. [Internet] [Doctoral dissertation]. Lehigh University; 2015. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2753.

Council of Science Editors:

Park YC. Developing Fatigue Resistant Tube-to-transverse Plate Welded Connections for Highway Sign, Signal, and Luminaire Support Structures. [Doctoral Dissertation]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/2753


Lehigh University

14. Sabatino, Samantha Maureen. Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships.

Degree: PhD, Civil Engineering, 2017, Lehigh University

 The condition and performance of infrastructure systems is continuously deteriorating due to various environmental and mechanical stressors. There is a great need to implement optimal… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Sabatino, S. M. (2017). Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2788

Chicago Manual of Style (16th Edition):

Sabatino, Samantha Maureen. “Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships.” 2017. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2788.

MLA Handbook (7th Edition):

Sabatino, Samantha Maureen. “Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships.” 2017. Web. 14 Jul 2020.

Vancouver:

Sabatino SM. Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships. [Internet] [Doctoral dissertation]. Lehigh University; 2017. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2788.

Council of Science Editors:

Sabatino SM. Probabilistic optimal decision making and life-cycle management considering risk, sustainability, and utility: applications to bridges and ships. [Doctoral Dissertation]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2788


Lehigh University

15. Tahmasebi, Ebrahim. Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 The overall objective of this research is to understand the potential for earthquake-induced damage of the steel self-centering concentrically braced frame (SC-CBF) system and compare… (more)

Subjects/Keywords: Braced Frame; Collapse and Demolition; Damage Scenario Tree; Incremental Dynamic Analysis; Probabilistic Damage Analysis; System Parameter Variability; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Tahmasebi, E. (2016). Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2830

Chicago Manual of Style (16th Edition):

Tahmasebi, Ebrahim. “Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2830.

MLA Handbook (7th Edition):

Tahmasebi, Ebrahim. “Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions.” 2016. Web. 14 Jul 2020.

Vancouver:

Tahmasebi E. Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2830.

Council of Science Editors:

Tahmasebi E. Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2830


Lehigh University

16. Alawad, Omar M. Case Study of Accidental Confined Natural Gas Detonations and Associated Damage.

Degree: MS, Civil Engineering, 2014, Lehigh University

 Nearly half a million miles of pipeline transport hazardous fluids around the United States. The potential for the release of flammable fluids poses a momentous… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Alawad, O. M. (2014). Case Study of Accidental Confined Natural Gas Detonations and Associated Damage. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1408

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):

Alawad, Omar M. “Case Study of Accidental Confined Natural Gas Detonations and Associated Damage.” 2014. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1408.

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

MLA Handbook (7th Edition):

Alawad, Omar M. “Case Study of Accidental Confined Natural Gas Detonations and Associated Damage.” 2014. Web. 14 Jul 2020.

Vancouver:

Alawad OM. Case Study of Accidental Confined Natural Gas Detonations and Associated Damage. [Internet] [Thesis]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1408.

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

Council of Science Editors:

Alawad OM. Case Study of Accidental Confined Natural Gas Detonations and Associated Damage. [Thesis]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1408

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


Lehigh University

17. Deco, Alberto. Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures.

Degree: PhD, Civil Engineering, 2013, Lehigh University

 Existing civil and marine structures and infrastructures have to maintain their serviceability and safety under the effects induced by "normal events" and to withstand the… (more)

Subjects/Keywords: Bridges; Management of Structures; Optimization; Reliability Analysis; Risk Assessment; Ship Structures; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Deco, A. (2013). Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1470

Chicago Manual of Style (16th Edition):

Deco, Alberto. “Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures.” 2013. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1470.

MLA Handbook (7th Edition):

Deco, Alberto. “Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures.” 2013. Web. 14 Jul 2020.

Vancouver:

Deco A. Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures. [Internet] [Doctoral dissertation]. Lehigh University; 2013. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1470.

Council of Science Editors:

Deco A. Risk-Based Approach for Life-Cycle Assessment and Management of Bridges and Ship Structures. [Doctoral Dissertation]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1470


Lehigh University

18. Ma, Haiying. Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges.

Degree: PhD, Civil Engineering, 2015, Lehigh University

 The use of steel I-shaped girders with tubular flanges (i.e., tubular flange girders or TFGs) has been proposed for curved highway bridges. Compared with conventional… (more)

Subjects/Keywords: Curved bridge system; Design; Experimental Study; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Ma, H. (2015). Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1551

Chicago Manual of Style (16th Edition):

Ma, Haiying. “Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges.” 2015. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1551.

MLA Handbook (7th Edition):

Ma, Haiying. “Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges.” 2015. Web. 14 Jul 2020.

Vancouver:

Ma H. Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges. [Internet] [Doctoral dissertation]. Lehigh University; 2015. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1551.

Council of Science Editors:

Ma H. Analytical and Experimental Study of Horizontally Curved Steel Bridge Girders with Tubular Top Flanges. [Doctoral Dissertation]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/1551


Lehigh University

19. Nigro, Mallory Beth. Regression-based Statistical Change Point Analysis for Damage Localization.

Degree: MS, Civil Engineering, 2013, Lehigh University

 Structural health monitoring (SHM) research has become a vital tool in maintaining the integrity of structures that has been refined over the years. There are… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Nigro, M. B. (2013). Regression-based Statistical Change Point Analysis for Damage Localization. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1574

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):

Nigro, Mallory Beth. “Regression-based Statistical Change Point Analysis for Damage Localization.” 2013. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1574.

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

MLA Handbook (7th Edition):

Nigro, Mallory Beth. “Regression-based Statistical Change Point Analysis for Damage Localization.” 2013. Web. 14 Jul 2020.

Vancouver:

Nigro MB. Regression-based Statistical Change Point Analysis for Damage Localization. [Internet] [Thesis]. Lehigh University; 2013. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1574.

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

Council of Science Editors:

Nigro MB. Regression-based Statistical Change Point Analysis for Damage Localization. [Thesis]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1574

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

20. Peiffer, R. Bryan. Harmony Search Optimization and Damage Tolerance of Structural Systems.

Degree: MS, Civil Engineering, 2014, Lehigh University

 In this thesis, multiple structural systems are investigated by utilizing the Harmony Search optimization algorithm for least weight optimization. An analytical overview of structural optimization,… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Peiffer, R. B. (2014). Harmony Search Optimization and Damage Tolerance of Structural Systems. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1586

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):

Peiffer, R Bryan. “Harmony Search Optimization and Damage Tolerance of Structural Systems.” 2014. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1586.

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

MLA Handbook (7th Edition):

Peiffer, R Bryan. “Harmony Search Optimization and Damage Tolerance of Structural Systems.” 2014. Web. 14 Jul 2020.

Vancouver:

Peiffer RB. Harmony Search Optimization and Damage Tolerance of Structural Systems. [Internet] [Thesis]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1586.

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

Council of Science Editors:

Peiffer RB. Harmony Search Optimization and Damage Tolerance of Structural Systems. [Thesis]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1586

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


Lehigh University

21. Piran Aghl, Payam. Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures.

Degree: PhD, Civil Engineering, 2014, Lehigh University

 Impact of debris generated during extreme events such as floods, tsunamis, and hurricane storm surge and waves can cause severe structural damage. It is necessary… (more)

Subjects/Keywords: Debris Impact; Impact Force; Shipping Container; Tsunami; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Piran Aghl, P. (2014). Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1592

Chicago Manual of Style (16th Edition):

Piran Aghl, Payam. “Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures.” 2014. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1592.

MLA Handbook (7th Edition):

Piran Aghl, Payam. “Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures.” 2014. Web. 14 Jul 2020.

Vancouver:

Piran Aghl P. Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures. [Internet] [Doctoral dissertation]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1592.

Council of Science Editors:

Piran Aghl P. Determination of Demands Resulting from High Mass, Low Velocity Debris Impact on Structures. [Doctoral Dissertation]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1592


Lehigh University

22. Pradhan, Tripti. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.

Degree: MS, Civil Engineering, 2015, Lehigh University

 Impact-echo (IE) is a widely accepted and applied non-destructive evaluation technique for quality control and defect characterization in concrete structures. IE is an acoustic method… (more)

Subjects/Keywords: Concrete; Finite element; Impact echo; Wave propagation; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Pradhan, T. (2015). Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1597

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):

Pradhan, Tripti. “Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.” 2015. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1597.

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

MLA Handbook (7th Edition):

Pradhan, Tripti. “Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation.” 2015. Web. 14 Jul 2020.

Vancouver:

Pradhan T. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. [Internet] [Thesis]. Lehigh University; 2015. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1597.

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

Council of Science Editors:

Pradhan T. Finite Element Modeling of Impact-Generated Stress Wave Propagation in Concrete Plates for Non-Destructive Evaluation. [Thesis]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/1597

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


Lehigh University

23. Sweet, Ellen Sarah Grace. Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications.

Degree: MS, Civil Engineering, 2013, Lehigh University

 Recently, there has been an interest in to enhancing the longevity of temporary bridge structures. These structures have successfully survived up to five years in-service… (more)

Subjects/Keywords: Bridge; Grillage; Orthotropic Deck; Temporary Bridge; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Sweet, E. S. G. (2013). Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1645

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):

Sweet, Ellen Sarah Grace. “Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications.” 2013. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1645.

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

MLA Handbook (7th Edition):

Sweet, Ellen Sarah Grace. “Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications.” 2013. Web. 14 Jul 2020.

Vancouver:

Sweet ESG. Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications. [Internet] [Thesis]. Lehigh University; 2013. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1645.

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

Council of Science Editors:

Sweet ESG. Evaluation of an Enhanced Steel Orthotropic Bridge Deck for Temporary Interstate Applications. [Thesis]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1645

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


Lehigh University

24. Trasborg, Patrick Alan. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.

Degree: PhD, Civil Engineering, 2014, Lehigh University

 Due to heightened security concerns federal as well as many public facilities require some level of blast design, whether it be intentional or accidental. In… (more)

Subjects/Keywords: Ballistic Design; Blast Design; Concrete; Insulated Concrete Wall Panel; Spall and Breach; Unbonding; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Trasborg, P. A. (2014). Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1656

Chicago Manual of Style (16th Edition):

Trasborg, Patrick Alan. “Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.” 2014. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1656.

MLA Handbook (7th Edition):

Trasborg, Patrick Alan. “Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.” 2014. Web. 14 Jul 2020.

Vancouver:

Trasborg PA. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. [Internet] [Doctoral dissertation]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1656.

Council of Science Editors:

Trasborg PA. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. [Doctoral Dissertation]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1656


Lehigh University

25. Zhang, Lutong. Reliability of Trusses under Corrosion.

Degree: MS, Civil Engineering, 2014, Lehigh University

 The aim of this thesis is to develop a method for reliability analysis of truss structures that is appropriate for numerical calculation. A new method… (more)

Subjects/Keywords: reliability; truss; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Zhang, L. (2014). Reliability of Trusses under Corrosion. (Thesis). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1694

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):

Zhang, Lutong. “Reliability of Trusses under Corrosion.” 2014. Thesis, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1694.

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

MLA Handbook (7th Edition):

Zhang, Lutong. “Reliability of Trusses under Corrosion.” 2014. Web. 14 Jul 2020.

Vancouver:

Zhang L. Reliability of Trusses under Corrosion. [Internet] [Thesis]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1694.

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

Council of Science Editors:

Zhang L. Reliability of Trusses under Corrosion. [Thesis]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1694

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


Lehigh University

26. Zhu, Benjin. Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures.

Degree: PhD, Civil Engineering, 2015, Lehigh University

 The presence of uncertainties in the structural design process requires the incorporation of system reliability and redundancy concepts in the design specifications. AASHTO Load and… (more)

Subjects/Keywords: Bayesian updating; Life-cycle performance; Maintenance optimization; Redundancy factor; Risk assessement; Strucutral reliability; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Zhu, B. (2015). Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1702

Chicago Manual of Style (16th Edition):

Zhu, Benjin. “Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures.” 2015. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1702.

MLA Handbook (7th Edition):

Zhu, Benjin. “Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures.” 2015. Web. 14 Jul 2020.

Vancouver:

Zhu B. Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures. [Internet] [Doctoral dissertation]. Lehigh University; 2015. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1702.

Council of Science Editors:

Zhu B. Redundancy, Reliability Updating, and Risk-Based Maintenance Optimization of Aging Structures. [Doctoral Dissertation]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/1702


Lehigh University

27. Chancellor, Nathan Brent. Seismic Design and Performance of Self-Centering Concentrically-Braced Frames.

Degree: PhD, Civil Engineering, 2014, Lehigh University

 Conventional steel concentrically-braced frames (CBFs) are a stiff and efficient seismic lateral force resisting system, but they have limited ductility capacity due to brace buckling,… (more)

Subjects/Keywords: concentrically braced frames; ground motion selection; modal combination methods; modal correlation; nonstructural components; self-centering; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Chancellor, N. B. (2014). Seismic Design and Performance of Self-Centering Concentrically-Braced Frames. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1705

Chicago Manual of Style (16th Edition):

Chancellor, Nathan Brent. “Seismic Design and Performance of Self-Centering Concentrically-Braced Frames.” 2014. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1705.

MLA Handbook (7th Edition):

Chancellor, Nathan Brent. “Seismic Design and Performance of Self-Centering Concentrically-Braced Frames.” 2014. Web. 14 Jul 2020.

Vancouver:

Chancellor NB. Seismic Design and Performance of Self-Centering Concentrically-Braced Frames. [Internet] [Doctoral dissertation]. Lehigh University; 2014. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1705.

Council of Science Editors:

Chancellor NB. Seismic Design and Performance of Self-Centering Concentrically-Braced Frames. [Doctoral Dissertation]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1705


Lehigh University

28. Dong, Yi. Engineered Soil with Thermally Controlled Wettability.

Degree: PhD, Civil Engineering, 2013, Lehigh University

 Engineered soils are geo-materials with designed mechanical, physical, and chemical properties to address practical problems in geotechnical and geo-environmental applications. This research focused on the… (more)

Subjects/Keywords: atom transfer radical polymerization; engineered soil; hydrophobicity; surface wettability; thermal sensitive polymer; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Dong, Y. (2013). Engineered Soil with Thermally Controlled Wettability. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1707

Chicago Manual of Style (16th Edition):

Dong, Yi. “Engineered Soil with Thermally Controlled Wettability.” 2013. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1707.

MLA Handbook (7th Edition):

Dong, Yi. “Engineered Soil with Thermally Controlled Wettability.” 2013. Web. 14 Jul 2020.

Vancouver:

Dong Y. Engineered Soil with Thermally Controlled Wettability. [Internet] [Doctoral dissertation]. Lehigh University; 2013. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1707.

Council of Science Editors:

Dong Y. Engineered Soil with Thermally Controlled Wettability. [Doctoral Dissertation]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1707


Lehigh University

29. Dorvash, Siavash. Structural Health Monitoring and Application of Wireless Sensor Networks.

Degree: PhD, Civil Engineering, 2013, Lehigh University

 Different elements of structural health monitoring (SHM) can benefit from the application of wireless sensor Networks (WSNs), as advanced sensing systems. While WSNs can significantly… (more)

Subjects/Keywords: Structural Health Monitoring; Wireless Sensors; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Dorvash, S. (2013). Structural Health Monitoring and Application of Wireless Sensor Networks. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1708

Chicago Manual of Style (16th Edition):

Dorvash, Siavash. “Structural Health Monitoring and Application of Wireless Sensor Networks.” 2013. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/1708.

MLA Handbook (7th Edition):

Dorvash, Siavash. “Structural Health Monitoring and Application of Wireless Sensor Networks.” 2013. Web. 14 Jul 2020.

Vancouver:

Dorvash S. Structural Health Monitoring and Application of Wireless Sensor Networks. [Internet] [Doctoral dissertation]. Lehigh University; 2013. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/1708.

Council of Science Editors:

Dorvash S. Structural Health Monitoring and Application of Wireless Sensor Networks. [Doctoral Dissertation]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1708


Lehigh University

30. Ahmadi, Omid. Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices.

Degree: PhD, Civil Engineering, 2016, Lehigh University

 The design method used for conventional steel special moment resisting frame (SMRF) with welded beam-to-column connections leads to significant inelastic deformations and formation of plastic… (more)

Subjects/Keywords: ABAQUS; Beam Local Buckling; FEMA P695; PT Strand Yielding and Fracture; SC-MRF; Seismic Collapse Resistance; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Ahmadi, O. (2016). Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2476

Chicago Manual of Style (16th Edition):

Ahmadi, Omid. “Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices.” 2016. Doctoral Dissertation, Lehigh University. Accessed July 14, 2020. https://preserve.lehigh.edu/etd/2476.

MLA Handbook (7th Edition):

Ahmadi, Omid. “Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices.” 2016. Web. 14 Jul 2020.

Vancouver:

Ahmadi O. Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices. [Internet] [Doctoral dissertation]. Lehigh University; 2016. [cited 2020 Jul 14]. Available from: https://preserve.lehigh.edu/etd/2476.

Council of Science Editors:

Ahmadi O. Seismic Collapse Assessment of Self-Centering Steel Moment Resisting Frame Systems with Web Friction Devices. [Doctoral Dissertation]. Lehigh University; 2016. Available from: https://preserve.lehigh.edu/etd/2476

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