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You searched for +publisher:"Virginia Tech" +contributor:("Rodriguez-Marek, Adrian"). Showing records 1 – 30 of 33 total matches.

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Virginia Tech

1. Copana Paucara, Julio. Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 A landslide is a displacement on a sloped ground that can be triggered by earthquake shaking. Several authors have investigated the failure mechanisms that lead… (more)

Subjects/Keywords: Slope stability; earthquake; finite element method; ground motion prediction equation

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APA (6th Edition):

Copana Paucara, J. (2020). Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/100797

Chicago Manual of Style (16th Edition):

Copana Paucara, Julio. “Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method.” 2020. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/100797.

MLA Handbook (7th Edition):

Copana Paucara, Julio. “Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method.” 2020. Web. 08 May 2021.

Vancouver:

Copana Paucara J. Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/100797.

Council of Science Editors:

Copana Paucara J. Seismic Slope Stability: A Comparison Study of Empirical Predictive Methods with the Finite Element Method. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/100797


Virginia Tech

2. Vuper, Ailie Marie. Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence.

Degree: MS, Civil Engineering, 2021, Virginia Tech

 The Tamakoshi Dam in Nepal experienced 19 cm of settlement due to three earthquakes that took place from December 14, 2014 to May 12, 2015.… (more)

Subjects/Keywords: Seismic compression; post-liquefaction consolidation; Nepal

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APA (6th Edition):

Vuper, A. M. (2021). Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/102890

Chicago Manual of Style (16th Edition):

Vuper, Ailie Marie. “Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence.” 2021. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/102890.

MLA Handbook (7th Edition):

Vuper, Ailie Marie. “Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence.” 2021. Web. 08 May 2021.

Vancouver:

Vuper AM. Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence. [Internet] [Masters thesis]. Virginia Tech; 2021. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/102890.

Council of Science Editors:

Vuper AM. Case Study: Settlement at Nepal Hydropower Dam during the 2014-2015 Gorkha Earthquake Sequence. [Masters Thesis]. Virginia Tech; 2021. Available from: http://hdl.handle.net/10919/102890


Virginia Tech

3. Jiang, Yusheng. Expanded Byrne Model for Evaluating Seismic Compression.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Earthquake shaking can cause compression of volume in soil, which may induce damage to various infrastructures. This phenomenon is known as seismic compression. Byrne (1991)… (more)

Subjects/Keywords: Seismic compression; Byrne model; earthquake; settlement

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APA (6th Edition):

Jiang, Y. (2019). Expanded Byrne Model for Evaluating Seismic Compression. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/93765

Chicago Manual of Style (16th Edition):

Jiang, Yusheng. “Expanded Byrne Model for Evaluating Seismic Compression.” 2019. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/93765.

MLA Handbook (7th Edition):

Jiang, Yusheng. “Expanded Byrne Model for Evaluating Seismic Compression.” 2019. Web. 08 May 2021.

Vancouver:

Jiang Y. Expanded Byrne Model for Evaluating Seismic Compression. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/93765.

Council of Science Editors:

Jiang Y. Expanded Byrne Model for Evaluating Seismic Compression. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/93765

4. Kennedy, Thomas John. Site Response Characteristics of Compacted Gravel Fill in Iceland.

Degree: MS, Civil Engineering, 2019, Virginia Tech

 Problematic soil conditions can greatly increase the intensity and character of earthquake shaking and, thus, the extent and type of building damage. The removal of… (more)

Subjects/Keywords: H/V Spectral Ratio; Site Effects; Site Response Characteristics; Microtremor; Iceland

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APA (6th Edition):

Kennedy, T. J. (2019). Site Response Characteristics of Compacted Gravel Fill in Iceland. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/91392

Chicago Manual of Style (16th Edition):

Kennedy, Thomas John. “Site Response Characteristics of Compacted Gravel Fill in Iceland.” 2019. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/91392.

MLA Handbook (7th Edition):

Kennedy, Thomas John. “Site Response Characteristics of Compacted Gravel Fill in Iceland.” 2019. Web. 08 May 2021.

Vancouver:

Kennedy TJ. Site Response Characteristics of Compacted Gravel Fill in Iceland. [Internet] [Masters thesis]. Virginia Tech; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/91392.

Council of Science Editors:

Kennedy TJ. Site Response Characteristics of Compacted Gravel Fill in Iceland. [Masters Thesis]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/91392


Virginia Tech

5. 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 May 08, 2021. 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. 08 May 2021.

Vancouver:

Adekristi A. Algorithm for Spectral Matching of Earthquake Ground Motions using Wavelets and Broyden Updating. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2021 May 08]. 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

6. Motamed, Maryam. Effects of Site Response on the Correlation Structure of Ground Motion Residuals.

Degree: MS, Civil Engineering, 2014, Virginia Tech

 Seismic hazard analyses require an estimate of earthquake ground motions from future events. These predictions are achieved through Ground Motion Prediction Equations, which include a… (more)

Subjects/Keywords: Seismic; Site response analysis; Correlation Coefficient

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APA (6th Edition):

Motamed, M. (2014). Effects of Site Response on the Correlation Structure of Ground Motion Residuals. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/25333

Chicago Manual of Style (16th Edition):

Motamed, Maryam. “Effects of Site Response on the Correlation Structure of Ground Motion Residuals.” 2014. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/25333.

MLA Handbook (7th Edition):

Motamed, Maryam. “Effects of Site Response on the Correlation Structure of Ground Motion Residuals.” 2014. Web. 08 May 2021.

Vancouver:

Motamed M. Effects of Site Response on the Correlation Structure of Ground Motion Residuals. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/25333.

Council of Science Editors:

Motamed M. Effects of Site Response on the Correlation Structure of Ground Motion Residuals. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/25333


Virginia Tech

7. Rodriguez Arriaga, Eduardo. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 Field-based liquefaction evaluation procedures include the stress-based, strain-based, and energybased based approaches. The existence of a volumetric threshold shear strain, γtv, under which there is… (more)

Subjects/Keywords: liquefaction; cyclic strain approach; threshold strain; pore pressure generation

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APA (6th Edition):

Rodriguez Arriaga, E. (2017). Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/86523

Chicago Manual of Style (16th Edition):

Rodriguez Arriaga, Eduardo. “Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.” 2017. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/86523.

MLA Handbook (7th Edition):

Rodriguez Arriaga, Eduardo. “Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction.” 2017. Web. 08 May 2021.

Vancouver:

Rodriguez Arriaga E. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/86523.

Council of Science Editors:

Rodriguez Arriaga E. Assessment of the Cyclic Strain Approach for the Evaluation of Initial Liquefaction. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/86523


Virginia Tech

8. Lacour, Nicholas Alexander. Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 Traditionally, coal combustion residuals (CCRs) were disposed of with little engineering consideration. Initially, common practice was to use a wet-scrubbing system to cut down on… (more)

Subjects/Keywords: coal combustion residuals; fly ash; bottom ash; surface impoundments

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APA (6th Edition):

Lacour, N. A. (2012). Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33680

Chicago Manual of Style (16th Edition):

Lacour, Nicholas Alexander. “Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples.” 2012. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/33680.

MLA Handbook (7th Edition):

Lacour, Nicholas Alexander. “Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples.” 2012. Web. 08 May 2021.

Vancouver:

Lacour NA. Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/33680.

Council of Science Editors:

Lacour NA. Engineering Characteristics of Coal Combustion Residuals and a Reconstitution Technique for Triaxial Samples. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33680


Virginia Tech

9. Upadhyaya, Sneha. Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential.

Degree: PhD, Civil Engineering, 2019, Virginia Tech

 Soil liquefaction continues to be one of the leading causes of ground failure during earthquakes, resulting in significant damage to infrastructure around the world (e.g.,… (more)

Subjects/Keywords: soil liquefaction; liquefaction triggering; manifestation severity index

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APA (6th Edition):

Upadhyaya, S. (2019). Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/95941

Chicago Manual of Style (16th Edition):

Upadhyaya, Sneha. “Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential.” 2019. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/95941.

MLA Handbook (7th Edition):

Upadhyaya, Sneha. “Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential.” 2019. Web. 08 May 2021.

Vancouver:

Upadhyaya S. Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential. [Internet] [Doctoral dissertation]. Virginia Tech; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/95941.

Council of Science Editors:

Upadhyaya S. Development of an Improved and Internally-Consistent Framework for Evaluating Liquefaction Damage Potential. [Doctoral Dissertation]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/95941

10. Gangrade, Rajat Mukesh. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.

Degree: MS, Civil Engineering, 2013, Virginia Tech

 On August 15, 2007, Pisco, Peru was hit by an earthquake of Magnitude (Mw) = 8.0 which triggered multiple liquefaction induced lateral spreads. The subduction… (more)

Subjects/Keywords: Lateral Spreading; Slope Stability Analysis; Bayesian Updating

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APA (6th Edition):

Gangrade, R. M. (2013). Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23257

Chicago Manual of Style (16th Edition):

Gangrade, Rajat Mukesh. “Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.” 2013. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/23257.

MLA Handbook (7th Edition):

Gangrade, Rajat Mukesh. “Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake.” 2013. Web. 08 May 2021.

Vancouver:

Gangrade RM. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/23257.

Council of Science Editors:

Gangrade RM. Analysis of a Lateral Spreading Case History from the 2007 Pisco, Peru Earthquake. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23257

11. Cuceoglu, Faik. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 The importance of applying unsaturated soil mechanics concepts to geotechnical engineering design has been widely recognized. Soil water characteristic curve (SWCC) and hydraulic conductivity function… (more)

Subjects/Keywords: compacted soils; unsaturated soil mechanics; soil-water characteristic curve; hydraulic conductivity function; transient analysis; hysteresis

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APA (6th Edition):

Cuceoglu, F. (2016). An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73673

Chicago Manual of Style (16th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/73673.

MLA Handbook (7th Edition):

Cuceoglu, Faik. “An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils.” 2016. Web. 08 May 2021.

Vancouver:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/73673.

Council of Science Editors:

Cuceoglu F. An Experimental Study on Soil Water Characteristics and Hydraulic Conductivity of Compacted Soils. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/73673


Virginia Tech

12. Geyin, Mertcan. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 Many offshore energy infrastructures are built on carbonate sands which are skeletal remains of marine organisms. Carbonate sands have a porous grain structure and are… (more)

Subjects/Keywords: Nanoindentation; Quartzitic; Carbonate; Young's Modulus; Hardness; Stiffness

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APA (6th Edition):

Geyin, M. (2016). Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/81274

Chicago Manual of Style (16th Edition):

Geyin, Mertcan. “Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.” 2016. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/81274.

MLA Handbook (7th Edition):

Geyin, Mertcan. “Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation.” 2016. Web. 08 May 2021.

Vancouver:

Geyin M. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/81274.

Council of Science Editors:

Geyin M. Micro-Scale Characterization of Quartzitic and Carbonate Sand Grains Using Nanoindentation. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/81274

13. Elkortbawi, Maya Roukos. Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake.

Degree: MS, Civil Engineering, 2017, Virginia Tech

 Hawke's Bay is situated on the east coast of the North Island of New Zealand and has experienced several earthquakes in the past during which… (more)

Subjects/Keywords: Liquefaction; Hawke's Bay; 1931 Hawke's Bay earthquake; Groundwater Model; New Zealand

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APA (6th Edition):

Elkortbawi, M. R. (2017). Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78300

Chicago Manual of Style (16th Edition):

Elkortbawi, Maya Roukos. “Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake.” 2017. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/78300.

MLA Handbook (7th Edition):

Elkortbawi, Maya Roukos. “Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake.” 2017. Web. 08 May 2021.

Vancouver:

Elkortbawi MR. Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/78300.

Council of Science Editors:

Elkortbawi MR. Insights into the Liquefaction Hazards in Napier and Hastings Based on the Assessment of Data from the 1931 Hawke's Bay, New Zealand, Earthquake. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/78300

14. Carter, William Lake. Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes.

Degree: MS, Civil Engineering, 2016, Virginia Tech

 Magnitude Scaling Factors (MSF) account for the durational effects of strong ground shaking on the inducement of liquefaction within the simplified liquefaction evaluation procedure which… (more)

Subjects/Keywords: Liquefaction; Magnitude Scaling Factors; Christchurch; Canterbury Earthquakes

…Civil and Environmental Engineering, Virginia Tech, Blacksburg, Virginia, U.S.A.  Research… 

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APA (6th Edition):

Carter, W. L. (2016). Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/70978

Chicago Manual of Style (16th Edition):

Carter, William Lake. “Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes.” 2016. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/70978.

MLA Handbook (7th Edition):

Carter, William Lake. “Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes.” 2016. Web. 08 May 2021.

Vancouver:

Carter WL. Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/70978.

Council of Science Editors:

Carter WL. Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/70978

15. Nissar, Nahmed. Analyzing internal shearing in compound landslides using MPM.

Degree: MS, Civil Engineering, 2020, Virginia Tech

 Landslides consist of movement of rock and debris down a slope. They cause substantial damage each year and therefore represent an important class of problems… (more)

Subjects/Keywords: Compound landslides; Material Point Method; Internal shearing; Barriers

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APA (6th Edition):

Nissar, N. (2020). Analyzing internal shearing in compound landslides using MPM. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/99142

Chicago Manual of Style (16th Edition):

Nissar, Nahmed. “Analyzing internal shearing in compound landslides using MPM.” 2020. Masters Thesis, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/99142.

MLA Handbook (7th Edition):

Nissar, Nahmed. “Analyzing internal shearing in compound landslides using MPM.” 2020. Web. 08 May 2021.

Vancouver:

Nissar N. Analyzing internal shearing in compound landslides using MPM. [Internet] [Masters thesis]. Virginia Tech; 2020. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/99142.

Council of Science Editors:

Nissar N. Analyzing internal shearing in compound landslides using MPM. [Masters Thesis]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/99142


Virginia Tech

16. Rivera Rojas, Alfonso Jose. Lateral response of stiff column-supported shallow foundations.

Degree: PhD, Civil Engineering, 2019, Virginia Tech

 The mechanisms that control the lateral response of stiff column-supported shallow foundations, resulting from the application of horizontal load on shallow foundations supported by stiff… (more)

Subjects/Keywords: Stiff Columns; Rigid Inclusions; Shallow Foundations; Lateral Response; Lateral Behavior; Load Transfer; Lateral Deformation; Centrifuge Tests; Numerical Modeling; Finite Element Method; Parametric Analysis

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APA (6th Edition):

Rivera Rojas, A. J. (2019). Lateral response of stiff column-supported shallow foundations. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/100795

Chicago Manual of Style (16th Edition):

Rivera Rojas, Alfonso Jose. “Lateral response of stiff column-supported shallow foundations.” 2019. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/100795.

MLA Handbook (7th Edition):

Rivera Rojas, Alfonso Jose. “Lateral response of stiff column-supported shallow foundations.” 2019. Web. 08 May 2021.

Vancouver:

Rivera Rojas AJ. Lateral response of stiff column-supported shallow foundations. [Internet] [Doctoral dissertation]. Virginia Tech; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/100795.

Council of Science Editors:

Rivera Rojas AJ. Lateral response of stiff column-supported shallow foundations. [Doctoral Dissertation]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/100795

17. Jarrett, Jordan Alesa. Performance Assessment of Seismic Resistant Steel Structures.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 This work stems from two different studies related to this performance assessment of seismic resistant systems. The first study compares the performance of newly developed… (more)

Subjects/Keywords: Nonlinear Response History Analysis; FEMA P-58; FEMA P-695; ASCE 7; Innovative Systems

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APA (6th Edition):

Jarrett, J. A. (2013). Performance Assessment of Seismic Resistant Steel Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/24773

Chicago Manual of Style (16th Edition):

Jarrett, Jordan Alesa. “Performance Assessment of Seismic Resistant Steel Structures.” 2013. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/24773.

MLA Handbook (7th Edition):

Jarrett, Jordan Alesa. “Performance Assessment of Seismic Resistant Steel Structures.” 2013. Web. 08 May 2021.

Vancouver:

Jarrett JA. Performance Assessment of Seismic Resistant Steel Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/24773.

Council of Science Editors:

Jarrett JA. Performance Assessment of Seismic Resistant Steel Structures. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/24773


Virginia Tech

18. Rai, Manisha. Topographic Effects in Strong Ground Motion.

Degree: PhD, Civil Engineering, 2015, Virginia Tech

 Ground motions from earthquakes are known to be affected by earth's surface topography. Topographic effects are a result of several physical phenomena such as the… (more)

Subjects/Keywords: Topographic effects; Terrain classification; Seismic hazard; Ground motion prediction equation; NGA-West2 dataset

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APA (6th Edition):

Rai, M. (2015). Topographic Effects in Strong Ground Motion. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56593

Chicago Manual of Style (16th Edition):

Rai, Manisha. “Topographic Effects in Strong Ground Motion.” 2015. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/56593.

MLA Handbook (7th Edition):

Rai, Manisha. “Topographic Effects in Strong Ground Motion.” 2015. Web. 08 May 2021.

Vancouver:

Rai M. Topographic Effects in Strong Ground Motion. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/56593.

Council of Science Editors:

Rai M. Topographic Effects in Strong Ground Motion. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56593


Virginia Tech

19. Castellanos, Bernardo Antonio. Use and Measurement of Fully Softened Shear Strength.

Degree: PhD, Civil Engineering, 2014, Virginia Tech

 The fully softened shear strength was defined by Skempton (1970) as the peak drained shear strength of a clay in a normally consolidated state. All… (more)

Subjects/Keywords: fully softened; shear strength; clays; embankments; stiff clays; cut slopes; drained strength; normally consolidated clays; laboratory tests

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APA (6th Edition):

Castellanos, B. A. (2014). Use and Measurement of Fully Softened Shear Strength. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56631

Chicago Manual of Style (16th Edition):

Castellanos, Bernardo Antonio. “Use and Measurement of Fully Softened Shear Strength.” 2014. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/56631.

MLA Handbook (7th Edition):

Castellanos, Bernardo Antonio. “Use and Measurement of Fully Softened Shear Strength.” 2014. Web. 08 May 2021.

Vancouver:

Castellanos BA. Use and Measurement of Fully Softened Shear Strength. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/56631.

Council of Science Editors:

Castellanos BA. Use and Measurement of Fully Softened Shear Strength. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/56631


Virginia Tech

20. Shahtaheri, Yasaman. A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures.

Degree: PhD, Civil Engineering, 2018, Virginia Tech

 Infrastructures are the most fundamental facilities and systems serving the society. Due to the existence of infrastructures in economic, social, and environmental contexts, all lifecycle… (more)

Subjects/Keywords: Infrastructure; Performance-Based; Design Strategies; Decision Analysis; Multi-Criteria; Multi-Objective; Optimization; Aleatory Uncertainty; Epistemic Uncertainty; System Reliability; Utility Function; First Order Reliability Method

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APA (6th Edition):

Shahtaheri, Y. (2018). A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/96804

Chicago Manual of Style (16th Edition):

Shahtaheri, Yasaman. “A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures.” 2018. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/96804.

MLA Handbook (7th Edition):

Shahtaheri, Yasaman. “A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures.” 2018. Web. 08 May 2021.

Vancouver:

Shahtaheri Y. A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures. [Internet] [Doctoral dissertation]. Virginia Tech; 2018. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/96804.

Council of Science Editors:

Shahtaheri Y. A Probabilistic Decision Support System for a Performance-Based Design of Infrastructures. [Doctoral Dissertation]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/96804


Virginia Tech

21. Bilici, Cagdas. Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers.

Degree: PhD, Civil Engineering, 2018, Virginia Tech

 In-situ geotechnical testing of surficial sediment layers in areas of active sediment dynamics can provide essential information about physical and geotechnical variations of sediment properties… (more)

Subjects/Keywords: Free-fall penetrometer; mobile layer sediment sampler; surficial sediment layers; geotechnical site characterization

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APA (6th Edition):

Bilici, C. (2018). Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/96146

Chicago Manual of Style (16th Edition):

Bilici, Cagdas. “Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers.” 2018. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/96146.

MLA Handbook (7th Edition):

Bilici, Cagdas. “Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers.” 2018. Web. 08 May 2021.

Vancouver:

Bilici C. Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers. [Internet] [Doctoral dissertation]. Virginia Tech; 2018. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/96146.

Council of Science Editors:

Bilici C. Development of a Sediment Sampling Free Fall Penetrometer Add-on Unit for Geotechnical Characterization of Seabed Surface Layers. [Doctoral Dissertation]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/96146


Virginia Tech

22. Santacruz Reyes, Karla. Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests.

Degree: PhD, Civil Engineering, 2017, Virginia Tech

 Geosynthetic reinforced soil (GRS) is a soil improvement technology in which closely spaced horizontal layers of geosynthetic are embedded in a soil mass to provide… (more)

Subjects/Keywords: geosynthetic reinforced soil; three-dimensional numerical analyses; constitutive model for dense coarse-grained soil; constitutive model for geosynthetic and interfaces with soil; numerical and mathematical analyses of GRS triaxial tests

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APA (6th Edition):

Santacruz Reyes, K. (2017). Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84428

Chicago Manual of Style (16th Edition):

Santacruz Reyes, Karla. “Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests.” 2017. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/84428.

MLA Handbook (7th Edition):

Santacruz Reyes, Karla. “Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests.” 2017. Web. 08 May 2021.

Vancouver:

Santacruz Reyes K. Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests. [Internet] [Doctoral dissertation]. Virginia Tech; 2017. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/84428.

Council of Science Editors:

Santacruz Reyes K. Geosynthetic Reinforced Soil: Numerical and Mathematical Analysis of Laboratory Triaxial  Compression Tests. [Doctoral Dissertation]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/84428


Virginia Tech

23. Huang, Zhanyu. Lateral Spreading Mechanics of Column-Supported Embankments.

Degree: PhD, Civil Engineering, 2019, Virginia Tech

 Column-supported embankments (CSEs) have been designated by the Federal Highway Administration as a critical technology for new highway alignment projects and widening of existing highways.… (more)

Subjects/Keywords: Column-supported embankment; Lateral spreading; Geosynthetic reinforcement; Failure modes; Three-dimensional numerical analysis

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APA (6th Edition):

Huang, Z. (2019). Lateral Spreading Mechanics of Column-Supported Embankments. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/95325

Chicago Manual of Style (16th Edition):

Huang, Zhanyu. “Lateral Spreading Mechanics of Column-Supported Embankments.” 2019. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/95325.

MLA Handbook (7th Edition):

Huang, Zhanyu. “Lateral Spreading Mechanics of Column-Supported Embankments.” 2019. Web. 08 May 2021.

Vancouver:

Huang Z. Lateral Spreading Mechanics of Column-Supported Embankments. [Internet] [Doctoral dissertation]. Virginia Tech; 2019. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/95325.

Council of Science Editors:

Huang Z. Lateral Spreading Mechanics of Column-Supported Embankments. [Doctoral Dissertation]. Virginia Tech; 2019. Available from: http://hdl.handle.net/10919/95325

24. Reeb, Alexander Brenton. Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses.

Degree: PhD, Civil Engineering, 2016, Virginia Tech

 Pile-supported T-walls, which are concrete floodwalls that are shaped like an inverted "T" and supported by batter piles, are commonly used by the United States… (more)

Subjects/Keywords: T-walls; flood walls; laterally loaded piles; numerical modeling; FLAC; centrifuge; settlement; bending moments; New Orleans

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APA (6th Edition):

Reeb, A. B. (2016). Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/64498

Chicago Manual of Style (16th Edition):

Reeb, Alexander Brenton. “Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses.” 2016. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/64498.

MLA Handbook (7th Edition):

Reeb, Alexander Brenton. “Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses.” 2016. Web. 08 May 2021.

Vancouver:

Reeb AB. Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/64498.

Council of Science Editors:

Reeb AB. Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/64498


Virginia Tech

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

Degree: PhD, Civil 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 May 08, 2021. 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. 08 May 2021.

Vancouver:

Cabas Mijares AM. Improvements to the Assessment of Site-Specific Seismic Hazards. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2021 May 08]. 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

26. Ulmer, Kristin Jane. Development of an Energy-based Liquefaction Evaluation Procedure.

Degree: PhD, Civil Engineering, 2020, Virginia Tech

 Soil liquefaction during earthquakes is a phenomenon that can cause tremendous damage to structures such as bridges, roads, buildings, and pipelines. The objective of this… (more)

Subjects/Keywords: earthquakes; liquefaction; dissipated energy; cyclic direct simple shear

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APA (6th Edition):

Ulmer, K. J. (2020). Development of an Energy-based Liquefaction Evaluation Procedure. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/96522

Chicago Manual of Style (16th Edition):

Ulmer, Kristin Jane. “Development of an Energy-based Liquefaction Evaluation Procedure.” 2020. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/96522.

MLA Handbook (7th Edition):

Ulmer, Kristin Jane. “Development of an Energy-based Liquefaction Evaluation Procedure.” 2020. Web. 08 May 2021.

Vancouver:

Ulmer KJ. Development of an Energy-based Liquefaction Evaluation Procedure. [Internet] [Doctoral dissertation]. Virginia Tech; 2020. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/96522.

Council of Science Editors:

Ulmer KJ. Development of an Energy-based Liquefaction Evaluation Procedure. [Doctoral Dissertation]. Virginia Tech; 2020. Available from: http://hdl.handle.net/10919/96522


Virginia Tech

27. Lasley, Samuel James. Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential.

Degree: PhD, Civil Engineering, 2015, Virginia Tech

 Earthquake-induced liquefaction of saturated soils and seismic compression of unsaturated soils are major sources of hazard to infrastructure, as attested by the wholesale condemnation of… (more)

Subjects/Keywords: earthquakes; dissipated energy; liquefaction; fatigue; seismic compression

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APA (6th Edition):

Lasley, S. J. (2015). Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56659

Chicago Manual of Style (16th Edition):

Lasley, Samuel James. “Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential.” 2015. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/56659.

MLA Handbook (7th Edition):

Lasley, Samuel James. “Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential.” 2015. Web. 08 May 2021.

Vancouver:

Lasley SJ. Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/56659.

Council of Science Editors:

Lasley SJ. Application of Fatigue Theories to Seismic Compression Estimation and the Evaluation of Liquefaction Potential. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56659

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

Degree: PhD, Civil 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 May 08, 2021. 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. 08 May 2021.

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 2021 May 08]. 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

29. Dawood, Haitham Mohamed Mahmoud Mousad. Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses.

Degree: PhD, Civil Engineering, 2014, Virginia Tech

 Properly accounting for the uncertainties in predicting ground motion parameters is critical for Probabilistic Seismic Hazard Analyses (PSHA). This is particularly important for critical facilities… (more)

Subjects/Keywords: Non-Ergodic; Probabilistic Seismic Hazard Analysis; Ground Motion Prediction Equation; Ground Motion Processing; KiK-net Network

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APA (6th Edition):

Dawood, H. M. M. M. (2014). Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/70757

Chicago Manual of Style (16th Edition):

Dawood, Haitham Mohamed Mahmoud Mousad. “Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses.” 2014. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/70757.

MLA Handbook (7th Edition):

Dawood, Haitham Mohamed Mahmoud Mousad. “Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses.” 2014. Web. 08 May 2021.

Vancouver:

Dawood HMMM. Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/70757.

Council of Science Editors:

Dawood HMMM. Partitioning Uncertainty for Non-Ergodic Probabilistic Seismic Hazard Analyses. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/70757


Virginia Tech

30. Judd, Johnn P. Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States.

Degree: PhD, Civil Engineering, 2015, Virginia Tech

 This dissertation discusses the potential for using a conventional main lateral-force resisting system, combined with the reserve strength in the gravity framing, and or auxiliary… (more)

Subjects/Keywords: Earthquake Engineering; Wind Engineering; Nonlinear Dynamic Analysis; Structural Steel Buildings; FEMA P-695; FEMA P-58; Risk

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APA (6th Edition):

Judd, J. P. (2015). Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/73509

Chicago Manual of Style (16th Edition):

Judd, Johnn P. “Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States.” 2015. Doctoral Dissertation, Virginia Tech. Accessed May 08, 2021. http://hdl.handle.net/10919/73509.

MLA Handbook (7th Edition):

Judd, Johnn P. “Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States.” 2015. Web. 08 May 2021.

Vancouver:

Judd JP. Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2021 May 08]. Available from: http://hdl.handle.net/10919/73509.

Council of Science Editors:

Judd JP. Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/73509

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