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Degree: MSCE

You searched for subject:(Nonlinear finite element dispersion). Showing records 1 – 16 of 16 total matches.

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Louisiana State University

1. Hu, Dan. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

 Fiber reinforced polymer (FRP) composites have found extensive applications in the field of Civil Engineering due to their advantageous properties such as high strength-to-weight ratio… (more)

Subjects/Keywords: nonlinear material behavior; finite element method; confinement; fiber reinforced polymer composites; reinforced concrete

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APA (6th Edition):

Hu, D. (2012). Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. (Masters Thesis). Louisiana State University. Retrieved from etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712

Chicago Manual of Style (16th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

MLA Handbook (7th Edition):

Hu, Dan. “Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers.” 2012. Web. 09 Dec 2019.

Vancouver:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2019 Dec 09]. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712.

Council of Science Editors:

Hu D. Efficient finite element modeling of reinforced concrete columns confined with fiber reinforced polymers. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-11152012-103115 ; https://digitalcommons.lsu.edu/gradschool_theses/1712


Louisiana State University

2. Bellamkonda, Srinivasa Anusha. Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

 This thesis presents a study on the shear retrofit of reinforced concrete (RC) beams with externally bonded fiber reinforced polymers (FRP), since it is very… (more)

Subjects/Keywords: Shear Failure; Fiber Reinforced Polymers; Finite Element

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APA (6th Edition):

Bellamkonda, S. A. (2012). Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers. (Masters Thesis). Louisiana State University. Retrieved from etd-04142013-233215 ; https://digitalcommons.lsu.edu/gradschool_theses/4250

Chicago Manual of Style (16th Edition):

Bellamkonda, Srinivasa Anusha. “Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers.” 2012. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-04142013-233215 ; https://digitalcommons.lsu.edu/gradschool_theses/4250.

MLA Handbook (7th Edition):

Bellamkonda, Srinivasa Anusha. “Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers.” 2012. Web. 09 Dec 2019.

Vancouver:

Bellamkonda SA. Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2019 Dec 09]. Available from: etd-04142013-233215 ; https://digitalcommons.lsu.edu/gradschool_theses/4250.

Council of Science Editors:

Bellamkonda SA. Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-04142013-233215 ; https://digitalcommons.lsu.edu/gradschool_theses/4250


Louisiana State University

3. Dhakal, Nirmal. Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess.

Degree: MSCE, Civil and Environmental Engineering, 2016, Louisiana State University

 The primary objective of this study is to evaluate the effects of asphalt concrete (AC) properties and vehicle speed on fuel consumption excess using a… (more)

Subjects/Keywords: Fuel Consumption Excess; Finite Element; Vehicle Speed; Energy Dissipation; Viscoelasticity

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APA (6th Edition):

Dhakal, N. (2016). Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess. (Masters Thesis). Louisiana State University. Retrieved from etd-05232016-115807 ; https://digitalcommons.lsu.edu/gradschool_theses/828

Chicago Manual of Style (16th Edition):

Dhakal, Nirmal. “Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess.” 2016. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-05232016-115807 ; https://digitalcommons.lsu.edu/gradschool_theses/828.

MLA Handbook (7th Edition):

Dhakal, Nirmal. “Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess.” 2016. Web. 09 Dec 2019.

Vancouver:

Dhakal N. Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess. [Internet] [Masters thesis]. Louisiana State University; 2016. [cited 2019 Dec 09]. Available from: etd-05232016-115807 ; https://digitalcommons.lsu.edu/gradschool_theses/828.

Council of Science Editors:

Dhakal N. Evaluation and Validation of a Model to Predict the Effect of Asphalt Mixtures and Vehicle Speed on Fuel Consumption Excess. [Masters Thesis]. Louisiana State University; 2016. Available from: etd-05232016-115807 ; https://digitalcommons.lsu.edu/gradschool_theses/828


Louisiana State University

4. Herbin, Alexander Henry. Fragility analysis of building envelope components subject to windborne debris impact hazard.

Degree: MSCE, Civil and Environmental Engineering, 2011, Louisiana State University

 This thesis presents a methodology for developing windborne debris (WBD) impact fragility curves for building envelope components (BECs) by using stochastic finite element (FE) models.… (more)

Subjects/Keywords: Windborne Debris; Performance-Based Engineering; Finite Element Method; Fragility Curves; Building Envelope Components

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APA (6th Edition):

Herbin, A. H. (2011). Fragility analysis of building envelope components subject to windborne debris impact hazard. (Masters Thesis). Louisiana State University. Retrieved from etd-11082011-122841 ; https://digitalcommons.lsu.edu/gradschool_theses/21

Chicago Manual of Style (16th Edition):

Herbin, Alexander Henry. “Fragility analysis of building envelope components subject to windborne debris impact hazard.” 2011. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-11082011-122841 ; https://digitalcommons.lsu.edu/gradschool_theses/21.

MLA Handbook (7th Edition):

Herbin, Alexander Henry. “Fragility analysis of building envelope components subject to windborne debris impact hazard.” 2011. Web. 09 Dec 2019.

Vancouver:

Herbin AH. Fragility analysis of building envelope components subject to windborne debris impact hazard. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2019 Dec 09]. Available from: etd-11082011-122841 ; https://digitalcommons.lsu.edu/gradschool_theses/21.

Council of Science Editors:

Herbin AH. Fragility analysis of building envelope components subject to windborne debris impact hazard. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-11082011-122841 ; https://digitalcommons.lsu.edu/gradschool_theses/21


University of Arkansas

5. Norris, James Thomas. Structural Identification of an Elevated Water Tower.

Degree: MSCE, 2016, University of Arkansas

  Elevated water tanks are generally located at higher elevations within a particular geographic area. The location and height of these structures often makes them… (more)

Subjects/Keywords: Applied sciences; Finite element model; Modal analysis; Modal identification; Structural identification; Water tank; Water tower; Civil Engineering; Construction Engineering and Management

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APA (6th Edition):

Norris, J. T. (2016). Structural Identification of an Elevated Water Tower. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1454

Chicago Manual of Style (16th Edition):

Norris, James Thomas. “Structural Identification of an Elevated Water Tower.” 2016. Masters Thesis, University of Arkansas. Accessed December 09, 2019. https://scholarworks.uark.edu/etd/1454.

MLA Handbook (7th Edition):

Norris, James Thomas. “Structural Identification of an Elevated Water Tower.” 2016. Web. 09 Dec 2019.

Vancouver:

Norris JT. Structural Identification of an Elevated Water Tower. [Internet] [Masters thesis]. University of Arkansas; 2016. [cited 2019 Dec 09]. Available from: https://scholarworks.uark.edu/etd/1454.

Council of Science Editors:

Norris JT. Structural Identification of an Elevated Water Tower. [Masters Thesis]. University of Arkansas; 2016. Available from: https://scholarworks.uark.edu/etd/1454


University of Maine

6. Albraheemi, Mahmood J. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.

Degree: MSCE, Civil Engineering, 2018, University of Maine

  This research focuses on understanding the behavior of five, non-composite, simple-span steel girder bridges using field load testing and calibrated finite element models. These… (more)

Subjects/Keywords: Field test; Steel girder bridge; Composite action; Finite element modeling; Load rating; Civil Engineering; Structural Engineering

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APA (6th Edition):

Albraheemi, M. J. (2018). Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2850

Chicago Manual of Style (16th Edition):

Albraheemi, Mahmood J. “Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.” 2018. Masters Thesis, University of Maine. Accessed December 09, 2019. https://digitalcommons.library.umaine.edu/etd/2850.

MLA Handbook (7th Edition):

Albraheemi, Mahmood J. “Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model.” 2018. Web. 09 Dec 2019.

Vancouver:

Albraheemi MJ. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. [Internet] [Masters thesis]. University of Maine; 2018. [cited 2019 Dec 09]. Available from: https://digitalcommons.library.umaine.edu/etd/2850.

Council of Science Editors:

Albraheemi MJ. Evaluation of Non-Composite Steel Girder Bridges Using Field Load Testing and a Calibrated Finite-Element Model. [Masters Thesis]. University of Maine; 2018. Available from: https://digitalcommons.library.umaine.edu/etd/2850


Louisiana State University

7. Sharma, Manish. Behavior of heat straightened plates bent along the minor axis.

Degree: MSCE, Civil and Environmental Engineering, 2005, Louisiana State University

 The heat straightening method of repair for damaged steel structures has been employed for many years. The method was based on the experience of practitioners.… (more)

Subjects/Keywords: material properties; finite element modeling; strain ratio; jacking ratio; degree of damage

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APA (6th Edition):

Sharma, M. (2005). Behavior of heat straightened plates bent along the minor axis. (Masters Thesis). Louisiana State University. Retrieved from etd-07062005-095648 ; https://digitalcommons.lsu.edu/gradschool_theses/1923

Chicago Manual of Style (16th Edition):

Sharma, Manish. “Behavior of heat straightened plates bent along the minor axis.” 2005. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-07062005-095648 ; https://digitalcommons.lsu.edu/gradschool_theses/1923.

MLA Handbook (7th Edition):

Sharma, Manish. “Behavior of heat straightened plates bent along the minor axis.” 2005. Web. 09 Dec 2019.

Vancouver:

Sharma M. Behavior of heat straightened plates bent along the minor axis. [Internet] [Masters thesis]. Louisiana State University; 2005. [cited 2019 Dec 09]. Available from: etd-07062005-095648 ; https://digitalcommons.lsu.edu/gradschool_theses/1923.

Council of Science Editors:

Sharma M. Behavior of heat straightened plates bent along the minor axis. [Masters Thesis]. Louisiana State University; 2005. Available from: etd-07062005-095648 ; https://digitalcommons.lsu.edu/gradschool_theses/1923


Portland State University

8. Soliday, Stanley, Jr. Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations.

Degree: MSCE, Civil Engineering, 1991, Portland State University

Limits of slope stability, limit equilibrium methods, and of the finite element code FEADAM are reached in the application of these methods to the problem of cracked dams constructed on collapsing soils. Advisors/Committee Members: Trevor D. Smith.

Subjects/Keywords: Dam failures  – Computer simulation; Finite element method; Earth dams; Soil consolidation; Civil Engineering

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APA (6th Edition):

Soliday, Stanley, J. (1991). Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations. (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4428

Chicago Manual of Style (16th Edition):

Soliday, Stanley, Jr. “Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations.” 1991. Masters Thesis, Portland State University. Accessed December 09, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4428.

MLA Handbook (7th Edition):

Soliday, Stanley, Jr. “Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations.” 1991. Web. 09 Dec 2019.

Vancouver:

Soliday, Stanley J. Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations. [Internet] [Masters thesis]. Portland State University; 1991. [cited 2019 Dec 09]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4428.

Council of Science Editors:

Soliday, Stanley J. Limits of limit equilibrium and finite element techniques applied to cracked debris dams on collapsing foundations. [Masters Thesis]. Portland State University; 1991. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4428


Louisiana State University

9. Ferdous, Md Rubiat. Pile capacity utilization for bridge bents designed using simplified procedures.

Degree: MSCE, Civil and Environmental Engineering, 2007, Louisiana State University

 Bent substructure systems are being used increasingly in bridge construction. Among the various bent systems, pile bents are considered a popular choice due to their… (more)

Subjects/Keywords: wind velocity; pile-to-cap connectivity; skew angle; unsupported pile length; finite element model; sap2000; pile capacity utilization; pile bent

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APA (6th Edition):

Ferdous, M. R. (2007). Pile capacity utilization for bridge bents designed using simplified procedures. (Masters Thesis). Louisiana State University. Retrieved from etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429

Chicago Manual of Style (16th Edition):

Ferdous, Md Rubiat. “Pile capacity utilization for bridge bents designed using simplified procedures.” 2007. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429.

MLA Handbook (7th Edition):

Ferdous, Md Rubiat. “Pile capacity utilization for bridge bents designed using simplified procedures.” 2007. Web. 09 Dec 2019.

Vancouver:

Ferdous MR. Pile capacity utilization for bridge bents designed using simplified procedures. [Internet] [Masters thesis]. Louisiana State University; 2007. [cited 2019 Dec 09]. Available from: etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429.

Council of Science Editors:

Ferdous MR. Pile capacity utilization for bridge bents designed using simplified procedures. [Masters Thesis]. Louisiana State University; 2007. Available from: etd-07042007-150741 ; https://digitalcommons.lsu.edu/gradschool_theses/2429


Portland State University

10. Barrows, Richard James. Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS".

Degree: MSCE, Civil Engineering, 1994, Portland State University

  Soil nail walls are a form of mechanical earth stabilization for cut situations. They consist of the introduction of passive inclusions (nails) into soil… (more)

Subjects/Keywords: Piling (Civil engineering)  – Mathematical models; Retaining walls  – Design and construction  – Mathematical models; Finite element method; ABAQUS (Computer program); Civil Engineering

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APA (6th Edition):

Barrows, R. J. (1994). Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS". (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/4741

Chicago Manual of Style (16th Edition):

Barrows, Richard James. “Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS".” 1994. Masters Thesis, Portland State University. Accessed December 09, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4741.

MLA Handbook (7th Edition):

Barrows, Richard James. “Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS".” 1994. Web. 09 Dec 2019.

Vancouver:

Barrows RJ. Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS". [Internet] [Masters thesis]. Portland State University; 1994. [cited 2019 Dec 09]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4741.

Council of Science Editors:

Barrows RJ. Two Dimensional Finite Element Modeling of Swift Delta Soil Nail Wall by "ABAQUS". [Masters Thesis]. Portland State University; 1994. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/4741


Louisiana State University

11. Cil, Mehmet Burak. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.

Degree: MSCE, Civil and Environmental Engineering, 2011, Louisiana State University

 NASA plans to return back to the Moon for a long term presence and use of the Moon as a launch station for further space… (more)

Subjects/Keywords: discrete element modeling; cone penetration testing; JSC-1A

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APA (6th Edition):

Cil, M. B. (2011). Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. (Masters Thesis). Louisiana State University. Retrieved from etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737

Chicago Manual of Style (16th Edition):

Cil, Mehmet Burak. “Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.” 2011. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737.

MLA Handbook (7th Edition):

Cil, Mehmet Burak. “Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant.” 2011. Web. 09 Dec 2019.

Vancouver:

Cil MB. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. [Internet] [Masters thesis]. Louisiana State University; 2011. [cited 2019 Dec 09]. Available from: etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737.

Council of Science Editors:

Cil MB. Discrete Element Modeling of Cone Penetration in JSC-1A Lunar Regolith Simulant. [Masters Thesis]. Louisiana State University; 2011. Available from: etd-07052011-104813 ; https://digitalcommons.lsu.edu/gradschool_theses/3737


University of Arkansas

12. Santos, Anibal Enrique. DEM Study of a Single Stone Column in a Clayey Stratum.

Degree: MSCE, 2017, University of Arkansas

  Aggregate piers are an alternative ground improvement technique used for improving the bearing capacity and reducing the total and differential settlement of foundations supported… (more)

Subjects/Keywords: Aggregate Piers; DEM; Discrete Element Method; Stone Columns; Vibrated Columns; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Santos, A. E. (2017). DEM Study of a Single Stone Column in a Clayey Stratum. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2617

Chicago Manual of Style (16th Edition):

Santos, Anibal Enrique. “DEM Study of a Single Stone Column in a Clayey Stratum.” 2017. Masters Thesis, University of Arkansas. Accessed December 09, 2019. https://scholarworks.uark.edu/etd/2617.

MLA Handbook (7th Edition):

Santos, Anibal Enrique. “DEM Study of a Single Stone Column in a Clayey Stratum.” 2017. Web. 09 Dec 2019.

Vancouver:

Santos AE. DEM Study of a Single Stone Column in a Clayey Stratum. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2019 Dec 09]. Available from: https://scholarworks.uark.edu/etd/2617.

Council of Science Editors:

Santos AE. DEM Study of a Single Stone Column in a Clayey Stratum. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/2617


University of Arkansas

13. Buitrago Goyez, Luis Gerardo. Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames.

Degree: MSCE, 2017, University of Arkansas

  The importance of soil-structure interaction (SSI) effects on the seismic response of buildings has been long recognized and has been researched for over 40… (more)

Subjects/Keywords: Dynamic Analysis; Eccentrically Braced Frames; Nonlinear Modeling; Seismic Response; Shallow Foundations; Soil-structure Interaction; Geophysics and Seismology; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Buitrago Goyez, L. G. (2017). Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2398

Chicago Manual of Style (16th Edition):

Buitrago Goyez, Luis Gerardo. “Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames.” 2017. Masters Thesis, University of Arkansas. Accessed December 09, 2019. https://scholarworks.uark.edu/etd/2398.

MLA Handbook (7th Edition):

Buitrago Goyez, Luis Gerardo. “Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames.” 2017. Web. 09 Dec 2019.

Vancouver:

Buitrago Goyez LG. Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2019 Dec 09]. Available from: https://scholarworks.uark.edu/etd/2398.

Council of Science Editors:

Buitrago Goyez LG. Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/2398


Purdue University

14. Borela Valente, Rodrigo. Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity.

Degree: MSCE, Civil Engineering, 2016, Purdue University

  Many communities around the world have been established in areas of ongoing, as well as ceased, underground mining activity. Ground movements induced by ore… (more)

Subjects/Keywords: Applied sciences; Discrete element method; Granular material; Mining; Stochastic methods; Subsidence; Computer Engineering; Geotechnical Engineering; Mining Engineering

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APA (6th Edition):

Borela Valente, R. (2016). Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity. (Thesis). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_theses/924

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):

Borela Valente, Rodrigo. “Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity.” 2016. Thesis, Purdue University. Accessed December 09, 2019. https://docs.lib.purdue.edu/open_access_theses/924.

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

MLA Handbook (7th Edition):

Borela Valente, Rodrigo. “Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity.” 2016. Web. 09 Dec 2019.

Vancouver:

Borela Valente R. Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity. [Internet] [Thesis]. Purdue University; 2016. [cited 2019 Dec 09]. Available from: https://docs.lib.purdue.edu/open_access_theses/924.

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

Council of Science Editors:

Borela Valente R. Stochastic Modeling and DEM Simulation of Granular Media Subsidence Due To Underground Activity. [Thesis]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_theses/924

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


Louisiana State University

15. Kocke, Paul Joseph. Impact Damage Between the Collision of a Vessel And Protective Fender Systems.

Degree: MSCE, Civil and Environmental Engineering, 2008, Louisiana State University

 Vessel collision with bridge pilings can cause a catastrophic event and are occurring at an alarming rate. Such events can lead to the collapse of… (more)

Subjects/Keywords: impact; civil engineering; finite elements; dynamics; bridges; fender system

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APA (6th Edition):

Kocke, P. J. (2008). Impact Damage Between the Collision of a Vessel And Protective Fender Systems. (Masters Thesis). Louisiana State University. Retrieved from etd-04012008-094410 ; https://digitalcommons.lsu.edu/gradschool_theses/3053

Chicago Manual of Style (16th Edition):

Kocke, Paul Joseph. “Impact Damage Between the Collision of a Vessel And Protective Fender Systems.” 2008. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-04012008-094410 ; https://digitalcommons.lsu.edu/gradschool_theses/3053.

MLA Handbook (7th Edition):

Kocke, Paul Joseph. “Impact Damage Between the Collision of a Vessel And Protective Fender Systems.” 2008. Web. 09 Dec 2019.

Vancouver:

Kocke PJ. Impact Damage Between the Collision of a Vessel And Protective Fender Systems. [Internet] [Masters thesis]. Louisiana State University; 2008. [cited 2019 Dec 09]. Available from: etd-04012008-094410 ; https://digitalcommons.lsu.edu/gradschool_theses/3053.

Council of Science Editors:

Kocke PJ. Impact Damage Between the Collision of a Vessel And Protective Fender Systems. [Masters Thesis]. Louisiana State University; 2008. Available from: etd-04012008-094410 ; https://digitalcommons.lsu.edu/gradschool_theses/3053


University of Arkansas

16. Hillhouse, Brian David. Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders.

Degree: MSCE, 2018, University of Arkansas

  The current American Association of State Highway and Transportation Officials (AASHTO) Bridge Specifications assumes uniform shear flow demands at the steel-concrete interface of composite… (more)

Subjects/Keywords: Composite Bridge Girders; Fatigue Testing; Pressure Measurement Gauge; Shear Demands; Shear Studs; Civil Engineering; Construction Engineering and Management; Statistical, Nonlinear, and Soft Matter Physics

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

APA (6th Edition):

Hillhouse, B. D. (2018). Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/3059

Chicago Manual of Style (16th Edition):

Hillhouse, Brian David. “Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders.” 2018. Masters Thesis, University of Arkansas. Accessed December 09, 2019. https://scholarworks.uark.edu/etd/3059.

MLA Handbook (7th Edition):

Hillhouse, Brian David. “Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders.” 2018. Web. 09 Dec 2019.

Vancouver:

Hillhouse BD. Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders. [Internet] [Masters thesis]. University of Arkansas; 2018. [cited 2019 Dec 09]. Available from: https://scholarworks.uark.edu/etd/3059.

Council of Science Editors:

Hillhouse BD. Fatigue Performance and Shear Demand Distributions of Clustered Shear Connectors in Composite Bridge Girders. [Masters Thesis]. University of Arkansas; 2018. Available from: https://scholarworks.uark.edu/etd/3059

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