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You searched for +publisher:"Virginia Tech" +contributor:("Leon, Roberto T."). Showing records 1 – 30 of 40 total matches.

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Virginia Tech

1. Kim, Seunghwan. Creep and Shrinkage Effects on Steel-Concrete Composite Beams.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Predicting the long-term behavior of steel-concrete composite structures is a very complex systems problem, both because obtaining reliable information on material properties related to creep… (more)

Subjects/Keywords: Creep and Shrinkage; Steel-Concrete Composite Beams; Time-dependent Behaviors; Long-term Deflections

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APA (6th Edition):

Kim, S. (2014). Creep and Shrinkage Effects on Steel-Concrete Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/48427

Chicago Manual of Style (16th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/48427.

MLA Handbook (7th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Web. 05 Apr 2020.

Vancouver:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/48427.

Council of Science Editors:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/48427


Virginia Tech

2. Bowers, Jeremy Thomas. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Reinforced concrete (RC) moment frames comprise a significant portion of the built environment in areas with seismic hazards. The beam-to-column joints of these frames are… (more)

Subjects/Keywords: Reinforced Concrete; Beam-Column Joints; Seismic Analysis

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APA (6th Edition):

Bowers, J. T. (2014). Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50437

Chicago Manual of Style (16th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/50437.

MLA Handbook (7th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Web. 05 Apr 2020.

Vancouver:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/50437.

Council of Science Editors:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/50437


Virginia Tech

3. Kim, Se-Hyung. Cyclic Uniaxial Constitutive Model For Steel Reinforcement.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Reinforced Concrete (RC) structures are common in earthquake-prone areas. During an earthquake, the steel reinforcement is subjected to cyclic strain histories which lead to inelastic… (more)

Subjects/Keywords: Reinforcing Steel; Constitutive Model; Cyclic Loading; Buckling; Rupture

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APA (6th Edition):

Kim, S. (2015). Cyclic Uniaxial Constitutive Model For Steel Reinforcement. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51241

Chicago Manual of Style (16th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/51241.

MLA Handbook (7th Edition):

Kim, Se-Hyung. “Cyclic Uniaxial Constitutive Model For Steel Reinforcement.” 2015. Web. 05 Apr 2020.

Vancouver:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/51241.

Council of Science Editors:

Kim S. Cyclic Uniaxial Constitutive Model For Steel Reinforcement. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/51241


Virginia Tech

4. Szabo, Trevor Alexander. Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 Three end-plate moment connection configurations are prequalified for special moment frames for seismic applications in AISC 358-10. The eight bolt extended stiffened connection is the… (more)

Subjects/Keywords: End-Plate Moment Connections; Full-Scale Testing; Metal Buildings; Special Moment Resisting Frame

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APA (6th Edition):

Szabo, T. A. (2017). Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78230

Chicago Manual of Style (16th Edition):

Szabo, Trevor Alexander. “Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection.” 2017. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/78230.

MLA Handbook (7th Edition):

Szabo, Trevor Alexander. “Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection.” 2017. Web. 05 Apr 2020.

Vancouver:

Szabo TA. Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/78230.

Council of Science Editors:

Szabo TA. Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78230


Virginia Tech

5. Toellner, Bradley W. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 A series of full-scale beam-to-column moment connection tests were completed to determine the effects of powder actuated fasteners (PAF) and puddle welds on the seismic… (more)

Subjects/Keywords: Finite Element Modeling; Low-cycle Fatigue; Seismic Behavior; Steel Moment Resisting Frames; Full-Scale Testing

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APA (6th Edition):

Toellner, B. W. (2013). Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23171

Chicago Manual of Style (16th Edition):

Toellner, Bradley W. “Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.” 2013. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/23171.

MLA Handbook (7th Edition):

Toellner, Bradley W. “Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.” 2013. Web. 05 Apr 2020.

Vancouver:

Toellner BW. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/23171.

Council of Science Editors:

Toellner BW. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23171


Virginia Tech

6. Robles Lora, Miguel Amaurys. Study of the I-35W Highway Bridge Collapse Mechanism.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 The Deck truss portion of the I-35W Highway Bridge in Minneapolis, Minnesota collapsed on August 1, 2007 while roadwork was underway on the bridge. The… (more)

Subjects/Keywords: I-35W Bridge Collapse; Collapse Mechanism; Gusset Plate Buckling; Plastic Hinges; Plastic deformations

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APA (6th Edition):

Robles Lora, M. A. (2013). Study of the I-35W Highway Bridge Collapse Mechanism. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23183

Chicago Manual of Style (16th Edition):

Robles Lora, Miguel Amaurys. “Study of the I-35W Highway Bridge Collapse Mechanism.” 2013. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/23183.

MLA Handbook (7th Edition):

Robles Lora, Miguel Amaurys. “Study of the I-35W Highway Bridge Collapse Mechanism.” 2013. Web. 05 Apr 2020.

Vancouver:

Robles Lora MA. Study of the I-35W Highway Bridge Collapse Mechanism. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/23183.

Council of Science Editors:

Robles Lora MA. Study of the I-35W Highway Bridge Collapse Mechanism. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23183


Virginia Tech

7. Bowen, Galo Emilio. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 This paper presents results of an experimental investigation to study the structural performance and deformability of a concrete bridge deck reinforced with corrosion resistant reinforcing… (more)

Subjects/Keywords: CRR; moment-curvature; stiffness; crack-width; deformability; Response 2000

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APA (6th Edition):

Bowen, G. E. (2013). Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23205

Chicago Manual of Style (16th Edition):

Bowen, Galo Emilio. “Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.” 2013. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/23205.

MLA Handbook (7th Edition):

Bowen, Galo Emilio. “Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars.” 2013. Web. 05 Apr 2020.

Vancouver:

Bowen GE. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/23205.

Council of Science Editors:

Bowen GE. Service and Ultimate Limit State Flexural Behavior of One-Way Concrete Slabs Reinforced with Corrosion-Resistant Reinforcing Bars. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23205


Virginia Tech

8. Jain, Nonish. Developing and Validating New Bolted End-Plate Moment Connection Configurations.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 This research has been aimed to introduce larger moment carrying connections for any type of buildings, in particular the metal building industry. A total of… (more)

Subjects/Keywords: End-Plate Moment Connections; Monotonic Full-Scale Testing and Metal Buildings

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APA (6th Edition):

Jain, N. (2015). Developing and Validating New Bolted End-Plate Moment Connection Configurations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56598

Chicago Manual of Style (16th Edition):

Jain, Nonish. “Developing and Validating New Bolted End-Plate Moment Connection Configurations.” 2015. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/56598.

MLA Handbook (7th Edition):

Jain, Nonish. “Developing and Validating New Bolted End-Plate Moment Connection Configurations.” 2015. Web. 05 Apr 2020.

Vancouver:

Jain N. Developing and Validating New Bolted End-Plate Moment Connection Configurations. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/56598.

Council of Science Editors:

Jain N. Developing and Validating New Bolted End-Plate Moment Connection Configurations. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56598


Virginia Tech

9. Pulumati, Vijaykanth. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

 The inverted T-beam system provides an accelerated bridge construction alternative. The system consists of adjacent precast inverted T-beams finished with a cast-in-place concrete topping. The… (more)

Subjects/Keywords: DifferentialShrinkage; Creep; ConcreteBridgedeck; Reflectivecracking

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APA (6th Edition):

Pulumati, V. (2018). Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83383

Chicago Manual of Style (16th Edition):

Pulumati, Vijaykanth. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.” 2018. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/83383.

MLA Handbook (7th Edition):

Pulumati, Vijaykanth. “Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System.” 2018. Web. 05 Apr 2020.

Vancouver:

Pulumati V. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/83383.

Council of Science Editors:

Pulumati V. Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Inverted T Beam System. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83383


Virginia Tech

10. Paquette, Jonathan Luc. Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

 Currently, reduced beam section (RBS) moment connections prequalified for use in special moment resisting frames (SMRF) are limited by AISC 358-16 Prequalified Connections for Special… (more)

Subjects/Keywords: Reduced Beam Section; Moment Connections; Full-Scale Testing; Steel Buildings; Earthquake Engineering; Seismic Behavior

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APA (6th Edition):

Paquette, J. L. (2018). Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83468

Chicago Manual of Style (16th Edition):

Paquette, Jonathan Luc. “Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections.” 2018. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/83468.

MLA Handbook (7th Edition):

Paquette, Jonathan Luc. “Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections.” 2018. Web. 05 Apr 2020.

Vancouver:

Paquette JL. Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/83468.

Council of Science Editors:

Paquette JL. Experimental Investigation of Reduced Beam Section Moment Connections for Jumbo Steel Wide Flange Sections. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83468


Virginia Tech

11. Patel, Pruthvi Shaileshkumar. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.

Degree: MS, Civil and Environmental Engineering, 2018, Virginia Tech

 Currently, water utilities are facing monetary crises to maintain and expand services to meet the current as well as the future demands. Standard practice in… (more)

Subjects/Keywords: DRINKING WATER PIPELINE PERFORMANCE ANALYSIS; MODEL RELIABILITY; DOMAINS OF ANALYSIS; LEVELS OF ANALYSIS

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APA (6th Edition):

Patel, P. S. (2018). Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84401

Chicago Manual of Style (16th Edition):

Patel, Pruthvi Shaileshkumar. “Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.” 2018. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/84401.

MLA Handbook (7th Edition):

Patel, Pruthvi Shaileshkumar. “Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis.” 2018. Web. 05 Apr 2020.

Vancouver:

Patel PS. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. [Internet] [Masters thesis]. Virginia Tech; 2018. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/84401.

Council of Science Editors:

Patel PS. Methodology to Enhance the Reliability of Drinking Water Pipeline Performance Analysis. [Masters Thesis]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/84401


Virginia Tech

12. Adekristi, Armen. Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 This study focuses on creating a spectral matching algorithm that modifies the real strong ground motions in the time domain by adding wavelets adjustment to… (more)

Subjects/Keywords: Spectral Matching; Broyden Updating; Wavelets; Spectrum Compatible Acceleration; Frequency Content

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APA (6th Edition):

Adekristi, A. (2013). Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/22079

Chicago Manual of Style (16th Edition):

Adekristi, Armen. “Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating.” 2013. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/22079.

MLA Handbook (7th Edition):

Adekristi, Armen. “Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating.” 2013. Web. 05 Apr 2020.

Vancouver:

Adekristi A. Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/22079.

Council of Science Editors:

Adekristi A. Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/22079


Virginia Tech

13. Kea, Kara Dominique. Bio-Inspired Segmented Self-Centering Rocking Frame.

Degree: MS, Civil Engineering, 2015, Virginia Tech

 This paper investigates the development, design and modeling of a human spine-inspired seismic lateral force resisting system. The overall goal is to create a design… (more)

Subjects/Keywords: Self-centering rocking frame; lateral force resisting system

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APA (6th Edition):

Kea, K. D. (2015). Bio-Inspired Segmented Self-Centering Rocking Frame. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/54000

Chicago Manual of Style (16th Edition):

Kea, Kara Dominique. “Bio-Inspired Segmented Self-Centering Rocking Frame.” 2015. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/54000.

MLA Handbook (7th Edition):

Kea, Kara Dominique. “Bio-Inspired Segmented Self-Centering Rocking Frame.” 2015. Web. 05 Apr 2020.

Vancouver:

Kea KD. Bio-Inspired Segmented Self-Centering Rocking Frame. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/54000.

Council of Science Editors:

Kea KD. Bio-Inspired Segmented Self-Centering Rocking Frame. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/54000


Virginia Tech

14. Tahir, Haseeb. Development of Fragility Curve Database for Multi-Hazard Performance Based Design.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 There is a need to develop efficient multi-hazard performance based design (PBD) tools to analyze and optimize buildings at a preliminary stage of design. The… (more)

Subjects/Keywords: Multi-hazard; Earthquake; Hurricane; Tsunami; Performance Based Design; Fragility Curves; Incremental Dynamic Analysis

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APA (6th Edition):

Tahir, H. (2016). Development of Fragility Curve Database for Multi-Hazard Performance Based Design. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71794

Chicago Manual of Style (16th Edition):

Tahir, Haseeb. “Development of Fragility Curve Database for Multi-Hazard Performance Based Design.” 2016. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/71794.

MLA Handbook (7th Edition):

Tahir, Haseeb. “Development of Fragility Curve Database for Multi-Hazard Performance Based Design.” 2016. Web. 05 Apr 2020.

Vancouver:

Tahir H. Development of Fragility Curve Database for Multi-Hazard Performance Based Design. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/71794.

Council of Science Editors:

Tahir H. Development of Fragility Curve Database for Multi-Hazard Performance Based Design. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71794


Virginia Tech

15. Aswegan, Kevin Paul. Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 This thesis is divided into two topics: the development of a procedure for wind serviceability design of steel buildings and the development of a simple… (more)

Subjects/Keywords: wind drift; serviceability; fragility; steel; linear response history analysis; spectral matching

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APA (6th Edition):

Aswegan, K. P. (2013). Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51549

Chicago Manual of Style (16th Edition):

Aswegan, Kevin Paul. “Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes.” 2013. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/51549.

MLA Handbook (7th Edition):

Aswegan, Kevin Paul. “Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes.” 2013. Web. 05 Apr 2020.

Vancouver:

Aswegan KP. Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/51549.

Council of Science Editors:

Aswegan KP. Rational Procedure for Damage Based Serviceability Design of Steel Buildings Under Wind Loads and a Simple Linear Response History Procedure for Building Codes. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/51549


Virginia Tech

16. Rosenthal, Joshua Thomas. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Load testing was performed on a one-third scale model steel fiber reinforced concrete (SFRC) post-tensioned flat plate. Post-tensioned flat plates are a type of concrete… (more)

Subjects/Keywords: post-tensioned; flat plates; steel fibers; SFRC

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APA (6th Edition):

Rosenthal, J. T. (2019). Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/92871

Chicago Manual of Style (16th Edition):

Rosenthal, Joshua Thomas. “Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.” 2019. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/92871.

MLA Handbook (7th Edition):

Rosenthal, Joshua Thomas. “Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates.” 2019. Web. 05 Apr 2020.

Vancouver:

Rosenthal JT. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/92871.

Council of Science Editors:

Rosenthal JT. Strength and Performance of Steel Fiber Reinforced Concrete Post-Tensioned Flat Plates. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/92871

17. Williams, Scott A. Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Reinforced masonry (RM) shear walls are a common lateral load-resisting system for building structures. The seismic design guidelines for such systems are based on relatively… (more)

Subjects/Keywords: reinforced masonry; shear wall; shear failure; numerical analysis; nonlinear truss models

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APA (6th Edition):

Williams, S. A. (2014). Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/25219

Chicago Manual of Style (16th Edition):

Williams, Scott A. “Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach.” 2014. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/25219.

MLA Handbook (7th Edition):

Williams, Scott A. “Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach.” 2014. Web. 05 Apr 2020.

Vancouver:

Williams SA. Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/25219.

Council of Science Editors:

Williams SA. Numerical Analysis of Reinforced Masonry Shear Walls Using the Nonlinear Truss Approach. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/25219

18. McNicol, Thomas James. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.

Degree: MS, Civil and Environmental Engineering, 2016, Virginia Tech

 Moisture from concrete has been estimated to be responsible for over $1 billion annually from damages in floor coverings. To prevent damages, flooring manufacturers require… (more)

Subjects/Keywords: Concrete Moisture Testing; Concrete Relative Humidity Testing; Psychrometric Properties; Concrete Slabs for Flooring

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APA (6th Edition):

McNicol, T. J. (2016). Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64973

Chicago Manual of Style (16th Edition):

McNicol, Thomas James. “Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.” 2016. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/64973.

MLA Handbook (7th Edition):

McNicol, Thomas James. “Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes.” 2016. Web. 05 Apr 2020.

Vancouver:

McNicol TJ. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/64973.

Council of Science Editors:

McNicol TJ. Examination of Drying and Psychrometric Properties of High Water-Cement Ratio Concretes. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64973

19. Allen, Amy Melissa. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.

Degree: MS, Civil and Environmental Engineering, 2015, Virginia Tech

 Post-earthquake fires can negatively affect the safety and collapse probability of Reinforced Concrete (RC) structures. At present, there has been no systematic effort to assess… (more)

Subjects/Keywords: truss model; earthquake; fire; reinforced concrete

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APA (6th Edition):

Allen, A. M. (2015). Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52982

Chicago Manual of Style (16th Edition):

Allen, Amy Melissa. “Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.” 2015. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/52982.

MLA Handbook (7th Edition):

Allen, Amy Melissa. “Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures.” 2015. Web. 05 Apr 2020.

Vancouver:

Allen AM. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/52982.

Council of Science Editors:

Allen AM. Enhanced Nonlinear Truss Model for Capturing Combined Earthquake and Fire Effects in RC Structures. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/52982

20. Mysore Paramesh, Pragati. Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression.

Degree: MS, Civil and Environmental Engineering, 2017, Virginia Tech

 Circular Concrete Filled Tubes are gaining importance in the construction industry due to their advantages insofar as economy and structural efficiency. Due to the recent… (more)

Subjects/Keywords: Local buckling; slender; concrete filled tubes; high strength

…of the undergraduate construction materials laboratory at Virginia Tech. 3.1 Material… …Murray Structural Engineering and Materials Laboratory at Virginia Tech. The metal sheets were… 

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APA (6th Edition):

Mysore Paramesh, P. (2017). Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/75045

Chicago Manual of Style (16th Edition):

Mysore Paramesh, Pragati. “Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression.” 2017. Masters Thesis, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/75045.

MLA Handbook (7th Edition):

Mysore Paramesh, Pragati. “Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression.” 2017. Web. 05 Apr 2020.

Vancouver:

Mysore Paramesh P. Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/75045.

Council of Science Editors:

Mysore Paramesh P. Feasibility Study on Highly Slender Circular Concrete Filled Tubes Under Axial Compression. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/75045


Virginia Tech

21. Cabas Mijares, Ashly Margot. Improvements to the Assessment of Site-Specific Seismic Hazards.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 The understanding of the impact of site effects on ground motions is crucial for improving the assessment of seismic hazards. Site response analyses (SRA) can… (more)

Subjects/Keywords: site response analysis; amplification function; seismic hazard; attenuation of seismic waves; damping ratio

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APA (6th Edition):

Cabas Mijares, A. M. (2016). Improvements to the Assessment of Site-Specific Seismic Hazards. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/82352

Chicago Manual of Style (16th Edition):

Cabas Mijares, Ashly Margot. “Improvements to the Assessment of Site-Specific Seismic Hazards.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/82352.

MLA Handbook (7th Edition):

Cabas Mijares, Ashly Margot. “Improvements to the Assessment of Site-Specific Seismic Hazards.” 2016. Web. 05 Apr 2020.

Vancouver:

Cabas Mijares AM. Improvements to the Assessment of Site-Specific Seismic Hazards. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/82352.

Council of Science Editors:

Cabas Mijares AM. Improvements to the Assessment of Site-Specific Seismic Hazards. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/82352


Virginia Tech

22. Moharrami Gargari, Mohammadreza. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Reinforced concrete (RC) structures constitute a significant portion of the building inventory in earthquake-prone regions of the United States. Accurate analysis tools are necessary to… (more)

Subjects/Keywords: Nonlinear analysis; RC structures; Flexure-dominated; Shear-dominated; Triaxial constitutive model; Elastoplastic model; Smeared cracking; Confinement effect; Collapse; Nonlinear truss model; Aggregate interlock; Cyclic loading; Seismic loading

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APA (6th Edition):

Moharrami Gargari, M. (2016). Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71864

Chicago Manual of Style (16th Edition):

Moharrami Gargari, Mohammadreza. “Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/71864.

MLA Handbook (7th Edition):

Moharrami Gargari, Mohammadreza. “Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads.” 2016. Web. 05 Apr 2020.

Vancouver:

Moharrami Gargari M. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/71864.

Council of Science Editors:

Moharrami Gargari M. Development of Novel Computational Simulation Tools to Capture the Hysteretic Response and Failure of Reinforced Concrete Structures under Seismic Loads. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71864


Virginia Tech

23. Flores Solano, Francisco Xavier. Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 This study investigates the influence of the gravity load resisting system on the collapse performance of Special Steel Moment Frames (SMFs). The influence was quantified… (more)

Subjects/Keywords: Gravity System; Partially Restrained Connections; Special Moment Frames; Gravity Columns Continuity; Splices; FEMA P-695; Collapse Performance

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APA (6th Edition):

Flores Solano, F. X. (2015). Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73143

Chicago Manual of Style (16th Edition):

Flores Solano, Francisco Xavier. “Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames.” 2015. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/73143.

MLA Handbook (7th Edition):

Flores Solano, Francisco Xavier. “Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames.” 2015. Web. 05 Apr 2020.

Vancouver:

Flores Solano FX. Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/73143.

Council of Science Editors:

Flores Solano FX. Influence of the Gravity System on the Seismic Performance of Special Steel Moment Frames. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/73143

24. Maurer, Brett. Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 The 2010-2011 Canterbury, New Zealand, Earthquake Sequence (CES) resulted in a liquefaction dataset of unprecedented size and quality, presenting a truly unique opportunity to assess… (more)

Subjects/Keywords: earthquake; New Zealand; soil liquefaction; hazard assessment

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APA (6th Edition):

Maurer, B. (2016). Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73322

Chicago Manual of Style (16th Edition):

Maurer, Brett. “Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/73322.

MLA Handbook (7th Edition):

Maurer, Brett. “Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence.” 2016. Web. 05 Apr 2020.

Vancouver:

Maurer B. Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/73322.

Council of Science Editors:

Maurer B. Moving Towards an Improved Liquefaction Hazard Framework: Lessons Resulting From the 2010-2011 Canterbury, New Zealand, Earthquake Sequence. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73322


Virginia Tech

25. Phillips, Adam Richard. Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 A novel shear wall system for building structures has been developed that improves upon the performance of conventional steel plate shear walls by mitigating buckling.… (more)

Subjects/Keywords: Steel Plate Shear Wall; Seismic Energy Dissipation; Hysteretic Damping; Large-Scale Experiments; Nonlinear Response History Analysis

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APA (6th Edition):

Phillips, A. R. (2016). Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73513

Chicago Manual of Style (16th Edition):

Phillips, Adam Richard. “Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/73513.

MLA Handbook (7th Edition):

Phillips, Adam Richard. “Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings.” 2016. Web. 05 Apr 2020.

Vancouver:

Phillips AR. Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/73513.

Council of Science Editors:

Phillips AR. Large-Scale Cyclic Testing and Development of Ring Shaped - Steel Plate Shear Walls for Improved Seismic Performance of Buildings. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73513

26. Chatterjee, Aritra. Structural System Reliability with Application to Light Steel-Framed Buildings.

Degree: PhD, Civil and Environmental Engineering, 2017, Virginia Tech

 A general framework to design structural systems for a system-reliability goal is proposed. Component-based structural design proceeds on a member to member basis, insuring acceptable… (more)

Subjects/Keywords: System reliability; Probability; Finite-Element Modeling; Cold-Formed Steel; Seismic; Incremental Dynamic Analysis; Diaphragms; Shear Walls; LRFD

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APA (6th Edition):

Chatterjee, A. (2017). Structural System Reliability with Application to Light Steel-Framed Buildings. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/74879

Chicago Manual of Style (16th Edition):

Chatterjee, Aritra. “Structural System Reliability with Application to Light Steel-Framed Buildings.” 2017. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/74879.

MLA Handbook (7th Edition):

Chatterjee, Aritra. “Structural System Reliability with Application to Light Steel-Framed Buildings.” 2017. Web. 05 Apr 2020.

Vancouver:

Chatterjee A. Structural System Reliability with Application to Light Steel-Framed Buildings. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/74879.

Council of Science Editors:

Chatterjee A. Structural System Reliability with Application to Light Steel-Framed Buildings. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/74879


Virginia Tech

27. Cao, Youyou. System Redundancy Evaluation for Steel Truss Bridge.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 In current bridge practice, all tension members in a truss bridge are identified as fracture critical members which implies that a collapse is expected to… (more)

Subjects/Keywords: Redundancy; Steel Truss Bridges; Fracture Critical; System Analysis

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APA (6th Edition):

Cao, Y. (2015). System Redundancy Evaluation for Steel Truss Bridge. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/77389

Chicago Manual of Style (16th Edition):

Cao, Youyou. “System Redundancy Evaluation for Steel Truss Bridge.” 2015. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/77389.

MLA Handbook (7th Edition):

Cao, Youyou. “System Redundancy Evaluation for Steel Truss Bridge.” 2015. Web. 05 Apr 2020.

Vancouver:

Cao Y. System Redundancy Evaluation for Steel Truss Bridge. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/77389.

Council of Science Editors:

Cao Y. System Redundancy Evaluation for Steel Truss Bridge. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/77389


Virginia Tech

28. Gao, Yu. Innovative Self-Centering Connection for CCFT Composite Columns.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Concrete filled steel tubes are regarded as ideal frame members in seismic resisting systems, as they combine large axial and flexural capacity with ductility. The… (more)

Subjects/Keywords: Earthquake Engineering; Seismic Design; Partially Restrained Connection; Self-centering System; Shape Memory Alloy; Circular Concrete Filled Steel Tube

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APA (6th Edition):

Gao, Y. (2016). Innovative Self-Centering Connection for CCFT Composite Columns. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78390

Chicago Manual of Style (16th Edition):

Gao, Yu. “Innovative Self-Centering Connection for CCFT Composite Columns.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/78390.

MLA Handbook (7th Edition):

Gao, Yu. “Innovative Self-Centering Connection for CCFT Composite Columns.” 2016. Web. 05 Apr 2020.

Vancouver:

Gao Y. Innovative Self-Centering Connection for CCFT Composite Columns. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/78390.

Council of Science Editors:

Gao Y. Innovative Self-Centering Connection for CCFT Composite Columns. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/78390


Virginia Tech

29. Salinas Guayacundo, Daniel Ricardo. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Non-ductile Reinforced Concrete Frames (RCF) with and without Unreinforced Masonry (URM) infills can be found in many places around the world including the Western United… (more)

Subjects/Keywords: Masonry infills; Nonlinear reinforced concrete frames; Nonlinear finite element analysis; Truss analysis

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APA (6th Edition):

Salinas Guayacundo, D. R. (2016). Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/79790

Chicago Manual of Style (16th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/79790.

MLA Handbook (7th Edition):

Salinas Guayacundo, Daniel Ricardo. “Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills.” 2016. Web. 05 Apr 2020.

Vancouver:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/79790.

Council of Science Editors:

Salinas Guayacundo DR. Nonlinear Truss Analysis of Non-ductile Reinforced Concrete Frames with Unreinforced Masonry Infills. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/79790

30. Collins, William Norfleet. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.

Degree: PhD, Civil and Environmental Engineering, 2014, Virginia Tech

 The work described herein examines the fracture behavior of steels used in bridge applications. As part of Transportation Pooled Fund (TPF) Project 5-238, Design and… (more)

Subjects/Keywords: Brittle failures; material failures; cracking; toughness; steel; bridges; fracture

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APA (6th Edition):

Collins, W. N. (2014). Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/70925

Chicago Manual of Style (16th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Doctoral Dissertation, Virginia Tech. Accessed April 05, 2020. http://hdl.handle.net/10919/70925.

MLA Handbook (7th Edition):

Collins, William Norfleet. “Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications.” 2014. Web. 05 Apr 2020.

Vancouver:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2020 Apr 05]. Available from: http://hdl.handle.net/10919/70925.

Council of Science Editors:

Collins WN. Fracture Behavior Characterization of Conventional and High Performance Steel for Bridge Applications. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/70925

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