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

Dept: Civil Engineering

You searched for subject:(RADIOMETRIC ANALYSIS ANALYTICAL CHEMISTRY ). Showing records 1 – 30 of 626 total matches.

[1] [2] [3] [4] [5] … [21]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of Connecticut

1. Johanson, Joseph. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.

Degree: MS, Civil Engineering, 2019, University of Connecticut

  Finite element analysis (FEA) has become an increasingly popular tool used by researchers and professionals for comparing experimental data to theoretically expected values. Its… (more)

Subjects/Keywords: Finite Element Analysis; Manufacturing; Analytical Modeling; FEM

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Johanson, J. (2019). Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/1328

Chicago Manual of Style (16th Edition):

Johanson, Joseph. “Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.” 2019. Masters Thesis, University of Connecticut. Accessed December 06, 2019. https://opencommons.uconn.edu/gs_theses/1328.

MLA Handbook (7th Edition):

Johanson, Joseph. “Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet.” 2019. Web. 06 Dec 2019.

Vancouver:

Johanson J. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. [Internet] [Masters thesis]. University of Connecticut; 2019. [cited 2019 Dec 06]. Available from: https://opencommons.uconn.edu/gs_theses/1328.

Council of Science Editors:

Johanson J. Improving the Accuracy of a Finite Element Based Manufacturing Simulation: A Case Study of Laser-Induced Bending in a Thin Metal Sheet. [Masters Thesis]. University of Connecticut; 2019. Available from: https://opencommons.uconn.edu/gs_theses/1328


Purdue University

2. Sadeghi Tehrani, Faraz. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.

Degree: PhD, Civil Engineering, 2014, Purdue University

 The response of single piles and pile groups to axial and lateral loading and the displacements induced in the soil by it are studied in… (more)

Subjects/Keywords: Analytical modeling; Image Analysis; Physical modeling; Pile; Sand; Soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sadeghi Tehrani, F. (2014). STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/1076

Chicago Manual of Style (16th Edition):

Sadeghi Tehrani, Faraz. “STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.” 2014. Doctoral Dissertation, Purdue University. Accessed December 06, 2019. https://docs.lib.purdue.edu/open_access_dissertations/1076.

MLA Handbook (7th Edition):

Sadeghi Tehrani, Faraz. “STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE.” 2014. Web. 06 Dec 2019.

Vancouver:

Sadeghi Tehrani F. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. [Internet] [Doctoral dissertation]. Purdue University; 2014. [cited 2019 Dec 06]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1076.

Council of Science Editors:

Sadeghi Tehrani F. STUDY OF THE LOADING OF PILES USING A SEMI-ANALYTICAL METHOD AND THE DIGITAL IMAGE CORRELATION TECHNIQUE. [Doctoral Dissertation]. Purdue University; 2014. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1076


University of New Mexico

3. Shaikh, Mohamed Nabil. Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants.

Degree: Civil Engineering, 2016, University of New Mexico

 Water reuse has become a necessary practice in arid and semi-arid regions like the Southwestern USA. However, a new generation of emerging organic micropollutants has… (more)

Subjects/Keywords: Manganese Oxide Micropollutant Surface Chemistry Analysis Redox Phenols Aniline multiplet splitting

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shaikh, M. N. (2016). Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/32986

Chicago Manual of Style (16th Edition):

Shaikh, Mohamed Nabil. “Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants.” 2016. Masters Thesis, University of New Mexico. Accessed December 06, 2019. http://hdl.handle.net/1928/32986.

MLA Handbook (7th Edition):

Shaikh, Mohamed Nabil. “Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants.” 2016. Web. 06 Dec 2019.

Vancouver:

Shaikh MN. Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1928/32986.

Council of Science Editors:

Shaikh MN. Investigation of Interfacial Interaction of Manganese Oxides with Organic Micropollutants. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/32986


Queens University

4. Vardy, Stephen. Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading .

Degree: Civil Engineering, 2009, Queens University

 The use of plastered straw bale walls in residential construction is growing as builders and owners seek environmentally friendly alternatives to typical timber construction practices.… (more)

Subjects/Keywords: Plastered Straw Bale Assembly Structural Testing and Analysis; Analytical Modelling of Plastered Straw Bale Assemblies

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vardy, S. (2009). Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/1897

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

Chicago Manual of Style (16th Edition):

Vardy, Stephen. “Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading .” 2009. Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/1897.

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

MLA Handbook (7th Edition):

Vardy, Stephen. “Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading .” 2009. Web. 06 Dec 2019.

Vancouver:

Vardy S. Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading . [Internet] [Thesis]. Queens University; 2009. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/1897.

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

Council of Science Editors:

Vardy S. Structural Behaviour of Plastered Straw Bale Assemblies Under Concentric and Eccentric Loading . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/1897

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


University of Akron

5. Chen, Yuanguo. Viscoelastic Modeling of Flexible Pavement.

Degree: PhD, Civil Engineering, 2009, University of Akron

  The theory of viscoelasticity has been a classic topic, but its application to the modeling of flexible pavement has not been so successful even… (more)

Subjects/Keywords: Civil Engineering; viscoelastic; modeling; analytical; flexibl pavement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, Y. (2009). Viscoelastic Modeling of Flexible Pavement. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1258231515

Chicago Manual of Style (16th Edition):

Chen, Yuanguo. “Viscoelastic Modeling of Flexible Pavement.” 2009. Doctoral Dissertation, University of Akron. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1258231515.

MLA Handbook (7th Edition):

Chen, Yuanguo. “Viscoelastic Modeling of Flexible Pavement.” 2009. Web. 06 Dec 2019.

Vancouver:

Chen Y. Viscoelastic Modeling of Flexible Pavement. [Internet] [Doctoral dissertation]. University of Akron; 2009. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1258231515.

Council of Science Editors:

Chen Y. Viscoelastic Modeling of Flexible Pavement. [Doctoral Dissertation]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1258231515


Queens University

6. Yang, Fan. The Transport of Heat by Flowing Groundwater in a Discrete Fracture .

Degree: Civil Engineering, 2016, Queens University

 In typical theoretical or experimental studies of heat migration in discrete fractures, conduction and thermal dispersion are commonly neglected from the fracture heat transport equation,… (more)

Subjects/Keywords: Heat Transfer; Analytical Model; Geothermal; Fractured Rock

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yang, F. (2016). The Transport of Heat by Flowing Groundwater in a Discrete Fracture . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/14389

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

Chicago Manual of Style (16th Edition):

Yang, Fan. “The Transport of Heat by Flowing Groundwater in a Discrete Fracture .” 2016. Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/14389.

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

MLA Handbook (7th Edition):

Yang, Fan. “The Transport of Heat by Flowing Groundwater in a Discrete Fracture .” 2016. Web. 06 Dec 2019.

Vancouver:

Yang F. The Transport of Heat by Flowing Groundwater in a Discrete Fracture . [Internet] [Thesis]. Queens University; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/14389.

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

Council of Science Editors:

Yang F. The Transport of Heat by Flowing Groundwater in a Discrete Fracture . [Thesis]. Queens University; 2016. Available from: http://hdl.handle.net/1974/14389

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


Florida International University

7. Habtemichael, Yonas T. Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida.

Degree: PhD, Civil Engineering, 2016, Florida International University

  The Biscayne Aquifer is a primary source of water supply in Southeast Florida. As a coastal aquifer, it is threatened by saltwater intrusion (SWI)… (more)

Subjects/Keywords: Saltwater Intrusion; Biscayne Aquifer; Upper Floridan Aquifer; Aquifer Storage and Recovery; Simulation-optimization; Groundwater Management; PHREEQC; PHAST; MODFLOW; Speciation; Civil Engineering; Environmental Chemistry; Environmental Engineering; Geochemistry; Hydraulic Engineering; Hydrology; Inorganic Chemistry; Numerical Analysis and Scientific Computing; Radiochemistry

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Habtemichael, Y. T. (2016). Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/2438 ; 10.25148/etd.FIDC000285 ; FIDC000285

Chicago Manual of Style (16th Edition):

Habtemichael, Yonas T. “Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida.” 2016. Doctoral Dissertation, Florida International University. Accessed December 06, 2019. http://digitalcommons.fiu.edu/etd/2438 ; 10.25148/etd.FIDC000285 ; FIDC000285.

MLA Handbook (7th Edition):

Habtemichael, Yonas T. “Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida.” 2016. Web. 06 Dec 2019.

Vancouver:

Habtemichael YT. Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida. [Internet] [Doctoral dissertation]. Florida International University; 2016. [cited 2019 Dec 06]. Available from: http://digitalcommons.fiu.edu/etd/2438 ; 10.25148/etd.FIDC000285 ; FIDC000285.

Council of Science Editors:

Habtemichael YT. Hydrogeochemical Modeling of Saltwater Intrusion and Water Supply Augmentation in South Florida. [Doctoral Dissertation]. Florida International University; 2016. Available from: http://digitalcommons.fiu.edu/etd/2438 ; 10.25148/etd.FIDC000285 ; FIDC000285


Penn State University

8. Zhu, Jiejian. STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM.

Degree: MS, Civil Engineering, 2013, Penn State University

 A lightweight composite bridge deck system was developed as part of a Highway for LIFE Technology Partnerships Program from the Federal Highway Administration (FHWA). The… (more)

Subjects/Keywords: lightweight; composite bridge deck; grout; experimentation; structure behavior; analytical model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhu, J. (2013). STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/18823

Chicago Manual of Style (16th Edition):

Zhu, Jiejian. “STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM.” 2013. Masters Thesis, Penn State University. Accessed December 06, 2019. https://etda.libraries.psu.edu/catalog/18823.

MLA Handbook (7th Edition):

Zhu, Jiejian. “STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM.” 2013. Web. 06 Dec 2019.

Vancouver:

Zhu J. STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM. [Internet] [Masters thesis]. Penn State University; 2013. [cited 2019 Dec 06]. Available from: https://etda.libraries.psu.edu/catalog/18823.

Council of Science Editors:

Zhu J. STRUCTURAL PERFORMANCE OF A HYBRID GLASS FIBER REINFORCED POLYMER BRIDGE DECK SYSTEM. [Masters Thesis]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/18823


Penn State University

9. Han, Xing. an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings.

Degree: PhD, Civil Engineering, 2013, Penn State University

 Elastomeric bearings are one type of seismic isolation devices widely used in practice. Under simultaneous lateral displacement and vertical compressive load, the shear force of… (more)

Subjects/Keywords: seismic isolation; elastomeric bearing; stability; analytical model; earthquake response

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Han, X. (2013). an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/19386

Chicago Manual of Style (16th Edition):

Han, Xing. “an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings.” 2013. Doctoral Dissertation, Penn State University. Accessed December 06, 2019. https://etda.libraries.psu.edu/catalog/19386.

MLA Handbook (7th Edition):

Han, Xing. “an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings.” 2013. Web. 06 Dec 2019.

Vancouver:

Han X. an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings. [Internet] [Doctoral dissertation]. Penn State University; 2013. [cited 2019 Dec 06]. Available from: https://etda.libraries.psu.edu/catalog/19386.

Council of Science Editors:

Han X. an analytical model for simulating the critical behavior of elastomeric seismic isolation bearings. [Doctoral Dissertation]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/19386


Penn State University

10. Luo, Xi. Dynamic Response of Overlay Pavement Due to Moving Load.

Degree: MS, Civil Engineering, 2015, Penn State University

 A full-scale accelerated pavement test on unbonded concrete overlays was conducted in 2006 to 2009, sponsored by the IPRF (Innovative Pavement Research Foundation), and performed… (more)

Subjects/Keywords: Unbonded Overlay; Analytical model; Numerical Model; Moving Load

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Luo, X. (2015). Dynamic Response of Overlay Pavement Due to Moving Load. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/28939

Chicago Manual of Style (16th Edition):

Luo, Xi. “Dynamic Response of Overlay Pavement Due to Moving Load.” 2015. Masters Thesis, Penn State University. Accessed December 06, 2019. https://etda.libraries.psu.edu/catalog/28939.

MLA Handbook (7th Edition):

Luo, Xi. “Dynamic Response of Overlay Pavement Due to Moving Load.” 2015. Web. 06 Dec 2019.

Vancouver:

Luo X. Dynamic Response of Overlay Pavement Due to Moving Load. [Internet] [Masters thesis]. Penn State University; 2015. [cited 2019 Dec 06]. Available from: https://etda.libraries.psu.edu/catalog/28939.

Council of Science Editors:

Luo X. Dynamic Response of Overlay Pavement Due to Moving Load. [Masters Thesis]. Penn State University; 2015. Available from: https://etda.libraries.psu.edu/catalog/28939


University of Manitoba

11. Scherbatiuk, Kevin Daniel. Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading.

Degree: Civil Engineering, 2010, University of Manitoba

 The aims of the thesis were to study the response of temporary soil-filled walls both experimentally and numerically, and to develop an efficient and accurate… (more)

Subjects/Keywords: soil; blast; analytical; finite element; experiments; rigid-body; Hesco

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Scherbatiuk, K. D. (2010). Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/3858

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

Chicago Manual of Style (16th Edition):

Scherbatiuk, Kevin Daniel. “Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading.” 2010. Thesis, University of Manitoba. Accessed December 06, 2019. http://hdl.handle.net/1993/3858.

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

MLA Handbook (7th Edition):

Scherbatiuk, Kevin Daniel. “Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading.” 2010. Web. 06 Dec 2019.

Vancouver:

Scherbatiuk KD. Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading. [Internet] [Thesis]. University of Manitoba; 2010. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1993/3858.

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

Council of Science Editors:

Scherbatiuk KD. Analytical models for calculating the response of temporary soil-filled walls subjected to blast loading. [Thesis]. University of Manitoba; 2010. Available from: http://hdl.handle.net/1993/3858

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


Queens University

12. Elmhirst, Laura. The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings .

Degree: Civil Engineering, 2011, Queens University

 An analytical model is presented for the analysis of pulse interference tests conducted in a fractured porous medium with connection to a free surface boundary… (more)

Subjects/Keywords: Analytical Model; Fractured Rocks; Specific Yield; Hydraulic Properties; Pulse Interference Test

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Elmhirst, L. (2011). The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6578

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

Chicago Manual of Style (16th Edition):

Elmhirst, Laura. “The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings .” 2011. Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/6578.

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

MLA Handbook (7th Edition):

Elmhirst, Laura. “The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings .” 2011. Web. 06 Dec 2019.

Vancouver:

Elmhirst L. The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings . [Internet] [Thesis]. Queens University; 2011. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/6578.

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

Council of Science Editors:

Elmhirst L. The Use of Pulse Interference Tests for the Determination of Specific Yield in Fractured Rock Settings . [Thesis]. Queens University; 2011. Available from: http://hdl.handle.net/1974/6578

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


UCLA

13. Kolozvari, Kristijan. Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls.

Degree: Civil Engineering, 2013, UCLA

 A study was conducted to develop a modeling approach that integrates flexure and shear interaction under cyclic loading conditions to obtain reliable predictions of inelastic… (more)

Subjects/Keywords: Civil engineering; analytical modeling; experimental validation; reinforced concrete; shear-flexure interaction; structural walls

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kolozvari, K. (2013). Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/6sm78634

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

Chicago Manual of Style (16th Edition):

Kolozvari, Kristijan. “Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls.” 2013. Thesis, UCLA. Accessed December 06, 2019. http://www.escholarship.org/uc/item/6sm78634.

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

MLA Handbook (7th Edition):

Kolozvari, Kristijan. “Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls.” 2013. Web. 06 Dec 2019.

Vancouver:

Kolozvari K. Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls. [Internet] [Thesis]. UCLA; 2013. [cited 2019 Dec 06]. Available from: http://www.escholarship.org/uc/item/6sm78634.

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

Council of Science Editors:

Kolozvari K. Analytical Modeling of Cyclic Shear - Flexure Interaction in Reinforced Concrete Structural Walls. [Thesis]. UCLA; 2013. Available from: http://www.escholarship.org/uc/item/6sm78634

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


University of Southern California

14. Luo, Hao. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.

Degree: PhD, Civil Engineering, 2009, University of Southern California

 Seismic response of local sites is a significant problem that has been broadly researched for decades. It is an essential step in evaluating maximum intensity… (more)

Subjects/Keywords: analytical solution; earthquake waves; SH-waves; soil-structure interaction; topography; wave propagation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Luo, H. (2009). Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990

Chicago Manual of Style (16th Edition):

Luo, Hao. “Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.” 2009. Doctoral Dissertation, University of Southern California. Accessed December 06, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990.

MLA Handbook (7th Edition):

Luo, Hao. “Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations.” 2009. Web. 06 Dec 2019.

Vancouver:

Luo H. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. [Internet] [Doctoral dissertation]. University of Southern California; 2009. [cited 2019 Dec 06]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990.

Council of Science Editors:

Luo H. Diffraction of SH-waves by surface or sub-surface topographies with application to soil-structure interaction on shallow foundations. [Doctoral Dissertation]. University of Southern California; 2009. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/153419/rec/1990


University of California – Irvine

15. Collett, James David Maximilian. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.

Degree: Civil Engineering, 2018, University of California – Irvine

 Abutment walls are integral components of bridge superstructures and play an important role in resisting lateral forces due to static and dynamic loading. Empirical methods… (more)

Subjects/Keywords: Civil engineering; Abutment Walls; Analytical Model; Earth Pressures; Load Deflection; Mobilized Shear; Retaining Walls

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Collett, J. D. M. (2018). An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/8gd4h78x

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

Chicago Manual of Style (16th Edition):

Collett, James David Maximilian. “An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.” 2018. Thesis, University of California – Irvine. Accessed December 06, 2019. http://www.escholarship.org/uc/item/8gd4h78x.

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

MLA Handbook (7th Edition):

Collett, James David Maximilian. “An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses.” 2018. Web. 06 Dec 2019.

Vancouver:

Collett JDM. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Dec 06]. Available from: http://www.escholarship.org/uc/item/8gd4h78x.

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

Council of Science Editors:

Collett JDM. An Analytical Evaluation of Passive-Resistance Performance of Highway Bridge Abutment Walls Using Incrementally Mobilized Shear Stresses. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/8gd4h78x

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


Queens University

16. Zhao, Chen. Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil .

Degree: Civil Engineering, 2013, Queens University

 In Situ Thermal Treatment (ISTT) is a candidate remediation technology for dense non-aqueous phase liquids (DNAPLs). However, the relationships between gas production, gas flow, and… (more)

Subjects/Keywords: Non Aqueous Phase Liquids; Multi-Component NAPL; Analytical Modeling; In situ Thermal Treatment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhao, C. (2013). Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8373

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

Chicago Manual of Style (16th Edition):

Zhao, Chen. “Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil .” 2013. Thesis, Queens University. Accessed December 06, 2019. http://hdl.handle.net/1974/8373.

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

MLA Handbook (7th Edition):

Zhao, Chen. “Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil .” 2013. Web. 06 Dec 2019.

Vancouver:

Zhao C. Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil . [Internet] [Thesis]. Queens University; 2013. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1974/8373.

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

Council of Science Editors:

Zhao C. Laboratory and Modelling Study Evaluating Thermal Remediation of Tetrachloroethene and Multi-Component NAPL Impacted Soil . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8373

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


Clemson University

17. Ali, Hind A. Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments.

Degree: MS, Civil Engineering, 2017, Clemson University

 Under MAP-21 federally mandated requirements, the Moving Ahead for Progress in the 21st Century (MAP-21), South Carolina is implementing a data-driven based safety decisions and… (more)

Subjects/Keywords: Safety Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ali, H. A. (2017). Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/2701

Chicago Manual of Style (16th Edition):

Ali, Hind A. “Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments.” 2017. Masters Thesis, Clemson University. Accessed December 06, 2019. https://tigerprints.clemson.edu/all_theses/2701.

MLA Handbook (7th Edition):

Ali, Hind A. “Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments.” 2017. Web. 06 Dec 2019.

Vancouver:

Ali HA. Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments. [Internet] [Masters thesis]. Clemson University; 2017. [cited 2019 Dec 06]. Available from: https://tigerprints.clemson.edu/all_theses/2701.

Council of Science Editors:

Ali HA. Assessment of South Carolina's Department of Transportation (SCDOT's) Readiness to Perform Data Driven Safety Assessments. [Masters Thesis]. Clemson University; 2017. Available from: https://tigerprints.clemson.edu/all_theses/2701


University of Akron

18. Zheng, Daihua. Low Velocity Impact Analysis of Composite Laminated Plates.

Degree: PhD, Civil Engineering, 2007, University of Akron

  In the past few decades polymer composites have been utilized more in structures where high strength and light weight are major concerns. It is… (more)

Subjects/Keywords: Engineering, Aerospace; Engineering, Civil; Engineering, Materials Science; Engineering, Mechanical; Low Velocity; Impact; Composites; Laminates; Delamination; Prestress; Analytical Solution

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zheng, D. (2007). Low Velocity Impact Analysis of Composite Laminated Plates. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1194991384

Chicago Manual of Style (16th Edition):

Zheng, Daihua. “Low Velocity Impact Analysis of Composite Laminated Plates.” 2007. Doctoral Dissertation, University of Akron. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1194991384.

MLA Handbook (7th Edition):

Zheng, Daihua. “Low Velocity Impact Analysis of Composite Laminated Plates.” 2007. Web. 06 Dec 2019.

Vancouver:

Zheng D. Low Velocity Impact Analysis of Composite Laminated Plates. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1194991384.

Council of Science Editors:

Zheng D. Low Velocity Impact Analysis of Composite Laminated Plates. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1194991384


Clemson University

19. Shanmugam, Bagyalakshmi. PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION.

Degree: PhD, Civil Engineering, 2011, Clemson University

 Post hurricane damage investigations of light frame wood residential structures reveal that roof envelope failure induces considerable damage to the structure and its contents. Roof… (more)

Subjects/Keywords: analytical model; light frame wood; probablistic model; roof - to - wall connections; sheathing panel; system fragility; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shanmugam, B. (2011). PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/741

Chicago Manual of Style (16th Edition):

Shanmugam, Bagyalakshmi. “PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION.” 2011. Doctoral Dissertation, Clemson University. Accessed December 06, 2019. https://tigerprints.clemson.edu/all_dissertations/741.

MLA Handbook (7th Edition):

Shanmugam, Bagyalakshmi. “PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION.” 2011. Web. 06 Dec 2019.

Vancouver:

Shanmugam B. PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION. [Internet] [Doctoral dissertation]. Clemson University; 2011. [cited 2019 Dec 06]. Available from: https://tigerprints.clemson.edu/all_dissertations/741.

Council of Science Editors:

Shanmugam B. PROBABLISTIC ASSESSMENT OF ROOF UPLIFT CAPACITIES IN LOW-RISE RESIDENTIAL CONSTRUCTION. [Doctoral Dissertation]. Clemson University; 2011. Available from: https://tigerprints.clemson.edu/all_dissertations/741


University of Texas – Austin

20. -6225-049X. Evaluating the site-specific applicability of one-dimensional seismic ground response analysis.

Degree: PhD, Civil Engineering, 2019, University of Texas – Austin

 One-Dimensional (1D) seismic ground response analysis is the most commonly performed analysis in geotechnical earthquake engineering. However, previous studies have shown a troubling fact that… (more)

Subjects/Keywords: Ground response analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-6225-049X. (2019). Evaluating the site-specific applicability of one-dimensional seismic ground response analysis. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/72725

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-6225-049X. “Evaluating the site-specific applicability of one-dimensional seismic ground response analysis.” 2019. Doctoral Dissertation, University of Texas – Austin. Accessed December 06, 2019. http://hdl.handle.net/2152/72725.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-6225-049X. “Evaluating the site-specific applicability of one-dimensional seismic ground response analysis.” 2019. Web. 06 Dec 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-6225-049X. Evaluating the site-specific applicability of one-dimensional seismic ground response analysis. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2019. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2152/72725.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-6225-049X. Evaluating the site-specific applicability of one-dimensional seismic ground response analysis. [Doctoral Dissertation]. University of Texas – Austin; 2019. Available from: http://hdl.handle.net/2152/72725

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Maine

21. Duguay, Alex. Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites.

Degree: MS, Civil Engineering, 2011, University of Maine

  Exfoliated graphite nanoplatelets (xGnP)-filled polymer composites have demonstrated superior electrical, mechanical, physical and thermal properties and are becoming a major focus for both academic… (more)

Subjects/Keywords: Nanocomposites Materials; Civil Engineering; Organic Chemistry; Polymer Chemistry

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Duguay, A. (2011). Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/1574

Chicago Manual of Style (16th Edition):

Duguay, Alex. “Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites.” 2011. Masters Thesis, University of Maine. Accessed December 06, 2019. https://digitalcommons.library.umaine.edu/etd/1574.

MLA Handbook (7th Edition):

Duguay, Alex. “Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites.” 2011. Web. 06 Dec 2019.

Vancouver:

Duguay A. Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites. [Internet] [Masters thesis]. University of Maine; 2011. [cited 2019 Dec 06]. Available from: https://digitalcommons.library.umaine.edu/etd/1574.

Council of Science Editors:

Duguay A. Exfoliated Graphite Nanoplatelet-Filled Impact Modified Polypropylene Nanocomposites. [Masters Thesis]. University of Maine; 2011. Available from: https://digitalcommons.library.umaine.edu/etd/1574


Southern Illinois University

22. Silwal, Baikuntha. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.

Degree: MS, Civil Engineering, 2013, Southern Illinois University

  The objective of this study is to investigate the accuracy and computational efficiency of two commonly used formulations for performing the geometrically nonlinear thermal… (more)

Subjects/Keywords: Beam-Column Theory; Finite Element Analysis; Nonlinear Analysis; Nonlinear Thermal Analysis; SAP2000

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Silwal, B. (2013). An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. (Masters Thesis). Southern Illinois University. Retrieved from http://opensiuc.lib.siu.edu/theses/1160

Chicago Manual of Style (16th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Masters Thesis, Southern Illinois University. Accessed December 06, 2019. http://opensiuc.lib.siu.edu/theses/1160.

MLA Handbook (7th Edition):

Silwal, Baikuntha. “An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames.” 2013. Web. 06 Dec 2019.

Vancouver:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Internet] [Masters thesis]. Southern Illinois University; 2013. [cited 2019 Dec 06]. Available from: http://opensiuc.lib.siu.edu/theses/1160.

Council of Science Editors:

Silwal B. An Investigation of the Beam-Column and the Finite-Element Formulations for Analyzing Geometrically Nonlinear Thermal Response of Plane Frames. [Masters Thesis]. Southern Illinois University; 2013. Available from: http://opensiuc.lib.siu.edu/theses/1160


North Carolina State University

23. Zhao, Xueliang. A Numerical Investigation of the Effects of Loading Conditions on Soil Response.

Degree: PhD, Civil Engineering, 2009, North Carolina State University

 All three principal stresses play a part in the stress-strain-strength response and volumetric behavior of solids and granular materials. In geotechnical engineering, conventional triaxial compression… (more)

Subjects/Keywords: Granular Soils; Discrete Element Method; Loading Conditions; Macroscale Response; Microscale Analysis; Stereological Analysis; Statistical Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhao, X. (2009). A Numerical Investigation of the Effects of Loading Conditions on Soil Response. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/4251

Chicago Manual of Style (16th Edition):

Zhao, Xueliang. “A Numerical Investigation of the Effects of Loading Conditions on Soil Response.” 2009. Doctoral Dissertation, North Carolina State University. Accessed December 06, 2019. http://www.lib.ncsu.edu/resolver/1840.16/4251.

MLA Handbook (7th Edition):

Zhao, Xueliang. “A Numerical Investigation of the Effects of Loading Conditions on Soil Response.” 2009. Web. 06 Dec 2019.

Vancouver:

Zhao X. A Numerical Investigation of the Effects of Loading Conditions on Soil Response. [Internet] [Doctoral dissertation]. North Carolina State University; 2009. [cited 2019 Dec 06]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4251.

Council of Science Editors:

Zhao X. A Numerical Investigation of the Effects of Loading Conditions on Soil Response. [Doctoral Dissertation]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4251

24. Gopalakrishnan, S. Seismic hazard analysis for coimbatore corporation using gis; -.

Degree: Civil Engineering, 2014, Anna University

Earthquake is a natural disaster and it occurs periodically in a few newlineareas of the world It causes not only economical loss but also loss… (more)

Subjects/Keywords: Hazard analysis; Moderate; Natural disaster

Page 1

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gopalakrishnan, S. (2014). Seismic hazard analysis for coimbatore corporation using gis; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22110

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

Chicago Manual of Style (16th Edition):

Gopalakrishnan, S. “Seismic hazard analysis for coimbatore corporation using gis; -.” 2014. Thesis, Anna University. Accessed December 06, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/22110.

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

MLA Handbook (7th Edition):

Gopalakrishnan, S. “Seismic hazard analysis for coimbatore corporation using gis; -.” 2014. Web. 06 Dec 2019.

Vancouver:

Gopalakrishnan S. Seismic hazard analysis for coimbatore corporation using gis; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 06]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22110.

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

Council of Science Editors:

Gopalakrishnan S. Seismic hazard analysis for coimbatore corporation using gis; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22110

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


University of Akron

25. Stakleff, Brandon Alexander. Mapping the Future of Motor Vehicle Crashes.

Degree: PhD, Civil Engineering, 2015, University of Akron

 To reduce the occurrence of motor-vehicle crashes, professionals in education, enforcement, and engineering are continually tasked with implementing safety solutions. Identifying locations of high rates… (more)

Subjects/Keywords: Civil Engineering; Transportation; Alcohol-Related Crashes; Crash Analysis; Spatial Analysis; Spatio-Temporal Analysis; Hot Spot Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Stakleff, B. A. (2015). Mapping the Future of Motor Vehicle Crashes. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1437129758

Chicago Manual of Style (16th Edition):

Stakleff, Brandon Alexander. “Mapping the Future of Motor Vehicle Crashes.” 2015. Doctoral Dissertation, University of Akron. Accessed December 06, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1437129758.

MLA Handbook (7th Edition):

Stakleff, Brandon Alexander. “Mapping the Future of Motor Vehicle Crashes.” 2015. Web. 06 Dec 2019.

Vancouver:

Stakleff BA. Mapping the Future of Motor Vehicle Crashes. [Internet] [Doctoral dissertation]. University of Akron; 2015. [cited 2019 Dec 06]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1437129758.

Council of Science Editors:

Stakleff BA. Mapping the Future of Motor Vehicle Crashes. [Doctoral Dissertation]. University of Akron; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1437129758


Oregon State University

26. Blanton, Guy Ivan. The characterization and physical-chemical treatability of log pond waters.

Degree: MS, Civil Engineering, 1969, Oregon State University

 The treatability of waters from four log ponds in Oregon by physical and chemical treatment methods was investigated. Treatment processes included sand filtration, activated carbon… (more)

Subjects/Keywords: Water  – Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Blanton, G. I. (1969). The characterization and physical-chemical treatability of log pond waters. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/46120

Chicago Manual of Style (16th Edition):

Blanton, Guy Ivan. “The characterization and physical-chemical treatability of log pond waters.” 1969. Masters Thesis, Oregon State University. Accessed December 06, 2019. http://hdl.handle.net/1957/46120.

MLA Handbook (7th Edition):

Blanton, Guy Ivan. “The characterization and physical-chemical treatability of log pond waters.” 1969. Web. 06 Dec 2019.

Vancouver:

Blanton GI. The characterization and physical-chemical treatability of log pond waters. [Internet] [Masters thesis]. Oregon State University; 1969. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1957/46120.

Council of Science Editors:

Blanton GI. The characterization and physical-chemical treatability of log pond waters. [Masters Thesis]. Oregon State University; 1969. Available from: http://hdl.handle.net/1957/46120


Penn State University

27. Kearney, Jennifer A. An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria.

Degree: MS, Civil Engineering, 2015, Penn State University

 Many rural communities around the world become isolated from their basic needs during the rainy season, so pedestrian suspension bridges are being built to provide… (more)

Subjects/Keywords: footbridges; serviceability; dynamic analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kearney, J. A. (2015). An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/24987

Chicago Manual of Style (16th Edition):

Kearney, Jennifer A. “An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria.” 2015. Masters Thesis, Penn State University. Accessed December 06, 2019. https://etda.libraries.psu.edu/catalog/24987.

MLA Handbook (7th Edition):

Kearney, Jennifer A. “An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria.” 2015. Web. 06 Dec 2019.

Vancouver:

Kearney JA. An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria. [Internet] [Masters thesis]. Penn State University; 2015. [cited 2019 Dec 06]. Available from: https://etda.libraries.psu.edu/catalog/24987.

Council of Science Editors:

Kearney JA. An Analysis of the Dynamic Response of Suspension Footbridges Measured Against Human Comfort Criteria. [Masters Thesis]. Penn State University; 2015. Available from: https://etda.libraries.psu.edu/catalog/24987


Oregon State University

28. Lin, Huan. Stochastic analysis of a nonlinear ocean structural system.

Degree: PhD, Civil Engineering, 1994, Oregon State University

 Stochastic analysis procedures have been recently applied to analyze nonlinear dynamical systems. In this study, nonlinear responses, stochastic and/or chaotic, are examined and interpreted from… (more)

Subjects/Keywords: Stochastic analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lin, H. (1994). Stochastic analysis of a nonlinear ocean structural system. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/35512

Chicago Manual of Style (16th Edition):

Lin, Huan. “Stochastic analysis of a nonlinear ocean structural system.” 1994. Doctoral Dissertation, Oregon State University. Accessed December 06, 2019. http://hdl.handle.net/1957/35512.

MLA Handbook (7th Edition):

Lin, Huan. “Stochastic analysis of a nonlinear ocean structural system.” 1994. Web. 06 Dec 2019.

Vancouver:

Lin H. Stochastic analysis of a nonlinear ocean structural system. [Internet] [Doctoral dissertation]. Oregon State University; 1994. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1957/35512.

Council of Science Editors:

Lin H. Stochastic analysis of a nonlinear ocean structural system. [Doctoral Dissertation]. Oregon State University; 1994. Available from: http://hdl.handle.net/1957/35512


Oregon State University

29. Kari, Earl Nyhus. An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period.

Degree: MS, Civil Engineering, 1963, Oregon State University

 The lower Willamette River, located between river mile 4.0 and 26.5, is the most seriously polluted section of the Willamette River Basin. Low dissolved oxygen… (more)

Subjects/Keywords: Water  – Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kari, E. N. (1963). An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/48799

Chicago Manual of Style (16th Edition):

Kari, Earl Nyhus. “An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period.” 1963. Masters Thesis, Oregon State University. Accessed December 06, 2019. http://hdl.handle.net/1957/48799.

MLA Handbook (7th Edition):

Kari, Earl Nyhus. “An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period.” 1963. Web. 06 Dec 2019.

Vancouver:

Kari EN. An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period. [Internet] [Masters thesis]. Oregon State University; 1963. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1957/48799.

Council of Science Editors:

Kari EN. An evaluation of the oxygen resources in the lower Willamette River during a critical low flow period. [Masters Thesis]. Oregon State University; 1963. Available from: http://hdl.handle.net/1957/48799


University of New Mexico

30. Barboza, David R. Sensitivity of Distress Rate to Observed Distress Levels.

Degree: Civil Engineering, 2016, University of New Mexico

 The New Mexico Department of Transportation (NMDOT) uses a composite pavement condition index to identify and rank roads for budgeting and scheduling repairs. NMDOT uses… (more)

Subjects/Keywords: Manual Pavement Evaluation Sensitivity Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Barboza, D. R. (2016). Sensitivity of Distress Rate to Observed Distress Levels. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/31657

Chicago Manual of Style (16th Edition):

Barboza, David R. “Sensitivity of Distress Rate to Observed Distress Levels.” 2016. Masters Thesis, University of New Mexico. Accessed December 06, 2019. http://hdl.handle.net/1928/31657.

MLA Handbook (7th Edition):

Barboza, David R. “Sensitivity of Distress Rate to Observed Distress Levels.” 2016. Web. 06 Dec 2019.

Vancouver:

Barboza DR. Sensitivity of Distress Rate to Observed Distress Levels. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1928/31657.

Council of Science Editors:

Barboza DR. Sensitivity of Distress Rate to Observed Distress Levels. [Masters Thesis]. University of New Mexico; 2016. Available from: http://hdl.handle.net/1928/31657

[1] [2] [3] [4] [5] … [21]

.