Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for +publisher:"Cornell University" +contributor:("Grigoriu, Mircea Dan"). Showing records 1 – 13 of 13 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Cornell University

1. Zhao, Haoran. Reliability Of Linear Systems Subjected To Wind Loads.

Degree: M.S., Civil and Environmental Engineering, Civil and Environmental Engineering, 2015, Cornell University

 Probabilistic models for wind loads are developed and used to estimate the properties of the responses of linear systems. This analysis involves four steps. First,… (more)

Subjects/Keywords: Wind loads; Mean crossing rate; Translation processes

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhao, H. (2015). Reliability Of Linear Systems Subjected To Wind Loads. (Masters Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/40933

Chicago Manual of Style (16th Edition):

Zhao, Haoran. “Reliability Of Linear Systems Subjected To Wind Loads.” 2015. Masters Thesis, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/40933.

MLA Handbook (7th Edition):

Zhao, Haoran. “Reliability Of Linear Systems Subjected To Wind Loads.” 2015. Web. 20 Sep 2020.

Vancouver:

Zhao H. Reliability Of Linear Systems Subjected To Wind Loads. [Internet] [Masters thesis]. Cornell University; 2015. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/40933.

Council of Science Editors:

Zhao H. Reliability Of Linear Systems Subjected To Wind Loads. [Masters Thesis]. Cornell University; 2015. Available from: http://hdl.handle.net/1813/40933


Cornell University

2. Lee, Chang Hoon. Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete.

Degree: PhD, Civil and Environmental Engineering, 2014, Cornell University

 This research proposes a framework for modeling the fluid-to-solid transition of cement paste, mortar, and concrete by application of generalized mathematical growth models. In the… (more)

Subjects/Keywords: growth model; concrete maturity; setting behavior

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lee, C. H. (2014). Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/36061

Chicago Manual of Style (16th Edition):

Lee, Chang Hoon. “Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete.” 2014. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/36061.

MLA Handbook (7th Edition):

Lee, Chang Hoon. “Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete.” 2014. Web. 20 Sep 2020.

Vancouver:

Lee CH. Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete. [Internet] [Doctoral dissertation]. Cornell University; 2014. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/36061.

Council of Science Editors:

Lee CH. Modeling The Fluid To Solid Transition In Cement Paste, Mortar, And Concrete. [Doctoral Dissertation]. Cornell University; 2014. Available from: http://hdl.handle.net/1813/36061


Cornell University

3. Sepulveda, Ignacio. Tsunami Hazard Assessments with Consideration of Uncertain Inputs.

Degree: PhD, Civil and Environmental Engineering, 2017, Cornell University

 Tsunami hazard assessments have frequently been conducted by means of numerical models using deterministic inputs, such as the earthquake fault parameters and bathymetry. Some fault… (more)

Subjects/Keywords: Environmental engineering; Karhunen Loeve Expansion; Probabilistic Tsunami Hazard Assessment; Stochastic bathymetry; Stochastic earthquakes; Stochastic Reduced Order Model; Tsunami uncertainty quantification; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sepulveda, I. (2017). Tsunami Hazard Assessments with Consideration of Uncertain Inputs. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59074

Chicago Manual of Style (16th Edition):

Sepulveda, Ignacio. “Tsunami Hazard Assessments with Consideration of Uncertain Inputs.” 2017. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/59074.

MLA Handbook (7th Edition):

Sepulveda, Ignacio. “Tsunami Hazard Assessments with Consideration of Uncertain Inputs.” 2017. Web. 20 Sep 2020.

Vancouver:

Sepulveda I. Tsunami Hazard Assessments with Consideration of Uncertain Inputs. [Internet] [Doctoral dissertation]. Cornell University; 2017. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/59074.

Council of Science Editors:

Sepulveda I. Tsunami Hazard Assessments with Consideration of Uncertain Inputs. [Doctoral Dissertation]. Cornell University; 2017. Available from: http://hdl.handle.net/1813/59074


Cornell University

4. Price, Dakota William. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.

Degree: M.S., Civil and Environmental Engineering, Civil and Environmental Engineering, 2018, Cornell University

 Full-scale test results to evaluate the earthquake performance of 6-in. (150-mm) PVC pipelines with restrained bell-and-spigot joints under water pressure of at least 80 psi… (more)

Subjects/Keywords: Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Price, D. W. (2018). EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. (Masters Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/65001

Chicago Manual of Style (16th Edition):

Price, Dakota William. “EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.” 2018. Masters Thesis, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/65001.

MLA Handbook (7th Edition):

Price, Dakota William. “EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS.” 2018. Web. 20 Sep 2020.

Vancouver:

Price DW. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. [Internet] [Masters thesis]. Cornell University; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/65001.

Council of Science Editors:

Price DW. EARTHQUAKE PERFORMANCE EVALUATION OF PVC PIPELINES WITH RESTRAINED JOINTS. [Masters Thesis]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/65001


Cornell University

5. Sternfels, Henri. Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty.

Degree: PhD, Civil and Environmental Engineering, 2013, Cornell University

 The main contributions of the present thesis are novel computational methods related to uncertainty quantification, inverse problems and reduced order modeling in engineering. In the… (more)

Subjects/Keywords: Uncertainty Quantification; Inverse Problems

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sternfels, H. (2013). Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/33860

Chicago Manual of Style (16th Edition):

Sternfels, Henri. “Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty.” 2013. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/33860.

MLA Handbook (7th Edition):

Sternfels, Henri. “Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty.” 2013. Web. 20 Sep 2020.

Vancouver:

Sternfels H. Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty. [Internet] [Doctoral dissertation]. Cornell University; 2013. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/33860.

Council of Science Editors:

Sternfels H. Geometric Tools, Sampling Strategies, Bayesian Inverse Problems And Design Under Uncertainty. [Doctoral Dissertation]. Cornell University; 2013. Available from: http://hdl.handle.net/1813/33860


Cornell University

6. Radu, Alin. Life-Cycle Estimates Of Structures Subjected To Seismic Loads.

Degree: PhD, Civil and Environmental Engineering, 2015, Cornell University

 The overall objective of the current research is the development of a computationally efficient, conceptually simple, easy-to-use method providing loss estimates and other performance metrics… (more)

Subjects/Keywords: earthquake engineering; fragility analysis; life-cycle estimates

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Radu, A. (2015). Life-Cycle Estimates Of Structures Subjected To Seismic Loads. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/39292

Chicago Manual of Style (16th Edition):

Radu, Alin. “Life-Cycle Estimates Of Structures Subjected To Seismic Loads.” 2015. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/39292.

MLA Handbook (7th Edition):

Radu, Alin. “Life-Cycle Estimates Of Structures Subjected To Seismic Loads.” 2015. Web. 20 Sep 2020.

Vancouver:

Radu A. Life-Cycle Estimates Of Structures Subjected To Seismic Loads. [Internet] [Doctoral dissertation]. Cornell University; 2015. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/39292.

Council of Science Editors:

Radu A. Life-Cycle Estimates Of Structures Subjected To Seismic Loads. [Doctoral Dissertation]. Cornell University; 2015. Available from: http://hdl.handle.net/1813/39292


Cornell University

7. Phalitnonkiat, Pakawat. Extreme Behavior of the Surface Ozone over the Continental U.S.

Degree: PhD, Applied Mathematics, 2017, Cornell University

 The ground level ozone concentration over the continental United States is analyzed from the point of view of modern Extreme Value Theory using ozone data… (more)

Subjects/Keywords: Changepoint; Extreme; GPD; Hill's estimator; Tail dependence; Environmental engineering; Applied mathematics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Phalitnonkiat, P. (2017). Extreme Behavior of the Surface Ozone over the Continental U.S. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/47831

Chicago Manual of Style (16th Edition):

Phalitnonkiat, Pakawat. “Extreme Behavior of the Surface Ozone over the Continental U.S.” 2017. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/47831.

MLA Handbook (7th Edition):

Phalitnonkiat, Pakawat. “Extreme Behavior of the Surface Ozone over the Continental U.S.” 2017. Web. 20 Sep 2020.

Vancouver:

Phalitnonkiat P. Extreme Behavior of the Surface Ozone over the Continental U.S. [Internet] [Doctoral dissertation]. Cornell University; 2017. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/47831.

Council of Science Editors:

Phalitnonkiat P. Extreme Behavior of the Surface Ozone over the Continental U.S. [Doctoral Dissertation]. Cornell University; 2017. Available from: http://hdl.handle.net/1813/47831


Cornell University

8. Argyrou, Christina. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 The primary focus of this thesis is the evaluation through experimental and numerical investigations of pipeline performance under earthquake-induced ground deformation. This kind of deformation… (more)

Subjects/Keywords: Finite Element Modeling; cured-in-place linings; pipelines; seismic retrofit; soil-pipeline interaction; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Argyrou, C. (2018). PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59321

Chicago Manual of Style (16th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/59321.

MLA Handbook (7th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Web. 20 Sep 2020.

Vancouver:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/59321.

Council of Science Editors:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59321


Cornell University

9. Bouziou, Dimitra. Earthquake-Induced Ground Deformation Effects On Buried Pipelines.

Degree: PhD, Civil and Environmental Engineering, 2015, Cornell University

 The primary subject of this thesis is the evaluation of pipeline performance during earthquakes through analytical and experimental studies, spatial analysis, and probabilistic methodologies. Permanent… (more)

Subjects/Keywords: earthquakes; pipelines; ground deformation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bouziou, D. (2015). Earthquake-Induced Ground Deformation Effects On Buried Pipelines. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/39318

Chicago Manual of Style (16th Edition):

Bouziou, Dimitra. “Earthquake-Induced Ground Deformation Effects On Buried Pipelines.” 2015. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/39318.

MLA Handbook (7th Edition):

Bouziou, Dimitra. “Earthquake-Induced Ground Deformation Effects On Buried Pipelines.” 2015. Web. 20 Sep 2020.

Vancouver:

Bouziou D. Earthquake-Induced Ground Deformation Effects On Buried Pipelines. [Internet] [Doctoral dissertation]. Cornell University; 2015. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/39318.

Council of Science Editors:

Bouziou D. Earthquake-Induced Ground Deformation Effects On Buried Pipelines. [Doctoral Dissertation]. Cornell University; 2015. Available from: http://hdl.handle.net/1813/39318


Cornell University

10. Perez Cordoba, Xavier. Life-Cycle Cost Optimization For Foundation Engineering.

Degree: PhD, Civil and Environmental Engineering, 2013, Cornell University

 The use of reliability-based design (RBD) in foundation engineering offers several advantages over traditional methods. Uncertainties in the load and capacity terms of the design… (more)

Subjects/Keywords: foundation engineerining; structural optimization; reliability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Perez Cordoba, X. (2013). Life-Cycle Cost Optimization For Foundation Engineering. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/34381

Chicago Manual of Style (16th Edition):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering.” 2013. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/34381.

MLA Handbook (7th Edition):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering.” 2013. Web. 20 Sep 2020.

Vancouver:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering. [Internet] [Doctoral dissertation]. Cornell University; 2013. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/34381.

Council of Science Editors:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering. [Doctoral Dissertation]. Cornell University; 2013. Available from: http://hdl.handle.net/1813/34381

11. Warner, James. Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics.

Degree: PhD, Civil and Environmental Engineering, 2014, Cornell University

 This dissertation is composed of three chapters, each of which addresses a specific topic and has been, or is in the process of being published… (more)

Subjects/Keywords: Inverse problems; uncertainty quantification; computational mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Warner, J. (2014). Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/37169

Chicago Manual of Style (16th Edition):

Warner, James. “Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics.” 2014. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/37169.

MLA Handbook (7th Edition):

Warner, James. “Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics.” 2014. Web. 20 Sep 2020.

Vancouver:

Warner J. Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics. [Internet] [Doctoral dissertation]. Cornell University; 2014. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/37169.

Council of Science Editors:

Warner J. Advances In Uncertainty Quantification And Inverse Problems In Computational Mechanics. [Doctoral Dissertation]. Cornell University; 2014. Available from: http://hdl.handle.net/1813/37169

12. Pariya-Ekkasut, Chalermpat. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 This thesis addresses the performance of ductile iron (DI) pipelines with restrained axial slip joints subject to earthquake-induced ground deformation. DI pipelines account for 23%… (more)

Subjects/Keywords: Civil engineering; Ductile iron pipe; Fault rupture; Ground deformation; Jointed pipelines; Large-scale experiments; Water distribution systems

…appreciate the financial support provided by Cornell University and the School of Civil and… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pariya-Ekkasut, C. (2018). Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59351

Chicago Manual of Style (16th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/59351.

MLA Handbook (7th Edition):

Pariya-Ekkasut, Chalermpat. “Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation.” 2018. Web. 20 Sep 2020.

Vancouver:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/59351.

Council of Science Editors:

Pariya-Ekkasut C. Experimental Evaluation of Ductile Iron Pipeline Response to Earthquake-Induced Ground Deformation. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59351

13. Zhao, Haoran. Probabilistic models for wind loads and reliability analysis.

Degree: PhD, Civil and Environmental Engineering, 2017, Cornell University

 Probabilistic models and surrogate solution are developed to characterize wind loads acting on the structures and assess the corresponding structural responses of linear systems, respectively.… (more)

Subjects/Keywords: Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhao, H. (2017). Probabilistic models for wind loads and reliability analysis. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59039

Chicago Manual of Style (16th Edition):

Zhao, Haoran. “Probabilistic models for wind loads and reliability analysis.” 2017. Doctoral Dissertation, Cornell University. Accessed September 20, 2020. http://hdl.handle.net/1813/59039.

MLA Handbook (7th Edition):

Zhao, Haoran. “Probabilistic models for wind loads and reliability analysis.” 2017. Web. 20 Sep 2020.

Vancouver:

Zhao H. Probabilistic models for wind loads and reliability analysis. [Internet] [Doctoral dissertation]. Cornell University; 2017. [cited 2020 Sep 20]. Available from: http://hdl.handle.net/1813/59039.

Council of Science Editors:

Zhao H. Probabilistic models for wind loads and reliability analysis. [Doctoral Dissertation]. Cornell University; 2017. Available from: http://hdl.handle.net/1813/59039

.