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Dept: Civil Engineering

You searched for subject:(Gasto p blico IDSUS Munic pios). Showing records 1 – 18 of 18 total matches.

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UCLA

1. ARIANNIA, SHAWN SHAHRIAR. Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data.

Degree: Civil Engineering, 2015, UCLA

 The current best practice in geotechnical engineering in determining lateral capacity of piles is to replace the soil reaction with a series of independent springs.… (more)

Subjects/Keywords: Civil engineering; CONE PENETRATION TEST; GEOTECHNICAL; PILE; P-Y CURVES

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APA (6th Edition):

ARIANNIA, S. S. (2015). Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/7f20h5vh

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):

ARIANNIA, SHAWN SHAHRIAR. “Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data.” 2015. Thesis, UCLA. Accessed November 18, 2019. http://www.escholarship.org/uc/item/7f20h5vh.

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

MLA Handbook (7th Edition):

ARIANNIA, SHAWN SHAHRIAR. “Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data.” 2015. Web. 18 Nov 2019.

Vancouver:

ARIANNIA SS. Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data. [Internet] [Thesis]. UCLA; 2015. [cited 2019 Nov 18]. Available from: http://www.escholarship.org/uc/item/7f20h5vh.

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

Council of Science Editors:

ARIANNIA SS. Determination of p-y Curves by Direct Use of Cone Penetration Test (CPT) Data. [Thesis]. UCLA; 2015. Available from: http://www.escholarship.org/uc/item/7f20h5vh

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


Vanderbilt University

2. Ahn, Jae Seok. Efficient High-Precision Modeling of Irregularities in Laminated Systems.

Degree: PhD, Civil Engineering, 2010, Vanderbilt University

 This study is concerned with the accurate prediction of response of structural components under mechanical loads in the presence of various types of irregularities in… (more)

Subjects/Keywords: delamination; irregularities; laminated composites; p-FEM; efficient modeling

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APA (6th Edition):

Ahn, J. S. (2010). Efficient High-Precision Modeling of Irregularities in Laminated Systems. (Doctoral Dissertation). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-07132010-150631/ ;

Chicago Manual of Style (16th Edition):

Ahn, Jae Seok. “Efficient High-Precision Modeling of Irregularities in Laminated Systems.” 2010. Doctoral Dissertation, Vanderbilt University. Accessed November 18, 2019. http://etd.library.vanderbilt.edu/available/etd-07132010-150631/ ;.

MLA Handbook (7th Edition):

Ahn, Jae Seok. “Efficient High-Precision Modeling of Irregularities in Laminated Systems.” 2010. Web. 18 Nov 2019.

Vancouver:

Ahn JS. Efficient High-Precision Modeling of Irregularities in Laminated Systems. [Internet] [Doctoral dissertation]. Vanderbilt University; 2010. [cited 2019 Nov 18]. Available from: http://etd.library.vanderbilt.edu/available/etd-07132010-150631/ ;.

Council of Science Editors:

Ahn JS. Efficient High-Precision Modeling of Irregularities in Laminated Systems. [Doctoral Dissertation]. Vanderbilt University; 2010. Available from: http://etd.library.vanderbilt.edu/available/etd-07132010-150631/ ;

3. -0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines.

Degree: MSin Engineering, Civil Engineering, 2017, University of Texas – Austin

 Globally renewable energy is gaining popularity with the largest scope in offshore wind energy. Although USA is one of the leaders in the onshore wind… (more)

Subjects/Keywords: Offshore wind turbine; Monopile; Sand; Laterally loaded; P-y curves

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APA (6th Edition):

-0321-9684. (2017). Design of laterally loaded monopile foundations in sand for offshore wind turbines. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/60457

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

Chicago Manual of Style (16th Edition):

-0321-9684. “Design of laterally loaded monopile foundations in sand for offshore wind turbines.” 2017. Masters Thesis, University of Texas – Austin. Accessed November 18, 2019. http://hdl.handle.net/2152/60457.

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

MLA Handbook (7th Edition):

-0321-9684. “Design of laterally loaded monopile foundations in sand for offshore wind turbines.” 2017. Web. 18 Nov 2019.

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

Vancouver:

-0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2152/60457.

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

Council of Science Editors:

-0321-9684. Design of laterally loaded monopile foundations in sand for offshore wind turbines. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/60457

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


University of California – Irvine

4. Favaretti, Camilla. Model Scale Tests of Laterally Loaded Piles in Sand.

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

 Deep foundations are one of the most common foundation systems used in engineering practice. Prediction of pile response requires a good understanding of the mechanism… (more)

Subjects/Keywords: Civil engineering; deep foundations; genetic algorithm; p-y curves; sand; soil structure interactions

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APA (6th Edition):

Favaretti, C. (2018). Model Scale Tests of Laterally Loaded Piles in Sand. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/2jz2h2ng

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):

Favaretti, Camilla. “Model Scale Tests of Laterally Loaded Piles in Sand.” 2018. Thesis, University of California – Irvine. Accessed November 18, 2019. http://www.escholarship.org/uc/item/2jz2h2ng.

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

MLA Handbook (7th Edition):

Favaretti, Camilla. “Model Scale Tests of Laterally Loaded Piles in Sand.” 2018. Web. 18 Nov 2019.

Vancouver:

Favaretti C. Model Scale Tests of Laterally Loaded Piles in Sand. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Nov 18]. Available from: http://www.escholarship.org/uc/item/2jz2h2ng.

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

Council of Science Editors:

Favaretti C. Model Scale Tests of Laterally Loaded Piles in Sand. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/2jz2h2ng

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


Virginia Tech

5. Schimizze, Angela Marie. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 Several different approaches to determining second-order moments in plane frames were studied during this research. The focus of the research was to compare the moments… (more)

Subjects/Keywords: computer analysis; p-delta; plane frame

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APA (6th Edition):

Schimizze, A. M. (2001). Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/32040

Chicago Manual of Style (16th Edition):

Schimizze, Angela Marie. “Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.” 2001. Masters Thesis, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/32040.

MLA Handbook (7th Edition):

Schimizze, Angela Marie. “Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications.” 2001. Web. 18 Nov 2019.

Vancouver:

Schimizze AM. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/32040.

Council of Science Editors:

Schimizze AM. Comparison of P-Delta Analyses of Plane Frames Using Commercial Structural Analysis Programs and Current AISC Design Specifications. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/32040


University of Akron

6. Shatnawi, Ehab Salem. Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials.

Degree: PhD, Civil Engineering, 2008, University of Akron

  Rock-socketed drilled shaft foundations are commonly used to resist large axial and lateral loads applied to structures or as a means to stabilize an… (more)

Subjects/Keywords: Civil Engineering; Engineering; Geology; p-y; drilled shaft; lateral load; transversely isotropic; finite element; FEM; IGM; side shear resistance; initial tangnet

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APA (6th Edition):

Shatnawi, E. S. (2008). Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1216311932

Chicago Manual of Style (16th Edition):

Shatnawi, Ehab Salem. “Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials.” 2008. Doctoral Dissertation, University of Akron. Accessed November 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1216311932.

MLA Handbook (7th Edition):

Shatnawi, Ehab Salem. “Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials.” 2008. Web. 18 Nov 2019.

Vancouver:

Shatnawi ES. Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials. [Internet] [Doctoral dissertation]. University of Akron; 2008. [cited 2019 Nov 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1216311932.

Council of Science Editors:

Shatnawi ES. Development of P-Y Criterion for Anisotropic Rock and Cohesive Intermediate Geomaterials. [Doctoral Dissertation]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1216311932


University of Texas – Austin

7. Tiwari, Ayushi. Engineering ground motion characteristics and site characterization for earthquakes in Texas.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 The level of induced seismicity has been on an increase since 2009 in the states of Oklahoma, Kansas and Texas. Understanding the engineering characteristics of… (more)

Subjects/Keywords: Induced seismicity; Site characterization; Texas earthquakes; Ground motion engineering characteristics; Ground shaking characteristics; Earthquake motions; P-wave seismogram

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APA (6th Edition):

Tiwari, A. (2018). Engineering ground motion characteristics and site characterization for earthquakes in Texas. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68045

Chicago Manual of Style (16th Edition):

Tiwari, Ayushi. “Engineering ground motion characteristics and site characterization for earthquakes in Texas.” 2018. Masters Thesis, University of Texas – Austin. Accessed November 18, 2019. http://hdl.handle.net/2152/68045.

MLA Handbook (7th Edition):

Tiwari, Ayushi. “Engineering ground motion characteristics and site characterization for earthquakes in Texas.” 2018. Web. 18 Nov 2019.

Vancouver:

Tiwari A. Engineering ground motion characteristics and site characterization for earthquakes in Texas. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2152/68045.

Council of Science Editors:

Tiwari A. Engineering ground motion characteristics and site characterization for earthquakes in Texas. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68045


Virginia Tech

8. Chan, Gordon. Nonlinear Analysis of Multistory Structures Using "NONLIN".

Degree: MS, Civil Engineering, 2005, Virginia Tech

 During the months I have been at Virginia Tech, I have experienced the most exciting time of my life. There are many persons who helped… (more)

Subjects/Keywords: Vertical Accelerations; NONLIN; P-Delta Effects; Nonlinear Analysis; Incremental Dynamic Analysis

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APA (6th Edition):

Chan, G. (2005). Nonlinear Analysis of Multistory Structures Using "NONLIN". (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31430

Chicago Manual of Style (16th Edition):

Chan, Gordon. “Nonlinear Analysis of Multistory Structures Using "NONLIN".” 2005. Masters Thesis, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/31430.

MLA Handbook (7th Edition):

Chan, Gordon. “Nonlinear Analysis of Multistory Structures Using "NONLIN".” 2005. Web. 18 Nov 2019.

Vancouver:

Chan G. Nonlinear Analysis of Multistory Structures Using "NONLIN". [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/31430.

Council of Science Editors:

Chan G. Nonlinear Analysis of Multistory Structures Using "NONLIN". [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/31430


University of Texas – Austin

9. Bauer, Jonas Fabian. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Offshore wind farms have the ability to meet the energy demands of the USA four times over, and are located offshore where less turbulent, high-speed… (more)

Subjects/Keywords: p-y method; Monopile; Laterally loaded foundations; Offshore foundations; Laterally loaded monopiles; Load-displacement behavior; Lateral load tests in sand; Offshore wind farms; Foundation stiffness

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APA (6th Edition):

Bauer, J. F. (2018). Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68168

Chicago Manual of Style (16th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Masters Thesis, University of Texas – Austin. Accessed November 18, 2019. http://hdl.handle.net/2152/68168.

MLA Handbook (7th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Web. 18 Nov 2019.

Vancouver:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2152/68168.

Council of Science Editors:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68168

10. Alklid, Erik. Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag.

Degree: Civil Engineering, 2016, Jönköping University

Subjects/Keywords: Safety construction coordinator; working environment; safety; Byggarbetsmiljösamordnare; arbetsmiljö; säkerhet; Bas-U; Bas-P; Construction Management; Byggproduktion

…person. 3.2.1 Bas-P En byggarbetsmiljösamordnare för planering och projektering kallas för Bas… …P. Byggherren måste visa att den som utsetts till Bas-P har rätt utbildning, kompetens och… …som blir befogad ansvar som Bas-P har som uppgift att sammanställa information om… …projektörer ska lämna sina uppgifter till Bas-P så att det kan sammanställas, vilket oftast… …dokumenteras genom en arbetsmiljöplan. Bas-P ska se till att projektörerna tar hänsyn till varandras… 

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APA (6th Edition):

Alklid, E. (2016). Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag. (Thesis). Jönköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-29797

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):

Alklid, Erik. “Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag.” 2016. Thesis, Jönköping University. Accessed November 18, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-29797.

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

MLA Handbook (7th Edition):

Alklid, Erik. “Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag.” 2016. Web. 18 Nov 2019.

Vancouver:

Alklid E. Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag. [Internet] [Thesis]. Jönköping University; 2016. [cited 2019 Nov 18]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-29797.

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

Council of Science Editors:

Alklid E. Arbetsmiljömodell för byggarbetsmiljösamordnare på små byggföretag. [Thesis]. Jönköping University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-29797

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


University of Akron

11. Yang, Ke. ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK.

Degree: PhD, Civil Engineering, 2006, University of Akron

 Drilled shafts socketed into rock are widely used as foundations for bridges and other important structures. Rock-socketed drilled shafts are also used to stabilize a… (more)

Subjects/Keywords: Lateral; Drilled Shaft; Rock; Lateral Capacity; p-y curve; Load Test; Pressuremeter; Dilatometer; Elastic Solution; FEM

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

APA (6th Edition):

Yang, K. (2006). ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777

Chicago Manual of Style (16th Edition):

Yang, Ke. “ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK.” 2006. Doctoral Dissertation, University of Akron. Accessed November 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777.

MLA Handbook (7th Edition):

Yang, Ke. “ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK.” 2006. Web. 18 Nov 2019.

Vancouver:

Yang K. ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK. [Internet] [Doctoral dissertation]. University of Akron; 2006. [cited 2019 Nov 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777.

Council of Science Editors:

Yang K. ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK. [Doctoral Dissertation]. University of Akron; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777


Virginia Tech

12. Spears, Paul Wesley. Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States.

Degree: MS, Civil Engineering, 2004, Virginia Tech

 This thesis presents the results of basically two separate studies. The first study involved identifying structural and earthquake parameters that influenced seismic structural collapse. The… (more)

Subjects/Keywords: Dynamic Instability; Incremental Dynamic Analysis; Nonlinear Analysis; Seismic Hazard; Central and Eastern United States; P-Delta Effects; Vertical Accelerations; OpenSees; Collapse

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APA (6th Edition):

Spears, P. W. (2004). Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42793

Chicago Manual of Style (16th Edition):

Spears, Paul Wesley. “Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States.” 2004. Masters Thesis, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/42793.

MLA Handbook (7th Edition):

Spears, Paul Wesley. “Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States.” 2004. Web. 18 Nov 2019.

Vancouver:

Spears PW. Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/42793.

Council of Science Editors:

Spears PW. Parameters Influencing Seismic Structural Collapse with Emphasis on Vertical Accelerations and the Possible Related Risks for New and Existing Structures in the Central and Eastern United States. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/42793

13. Zaruma Ochoa, Santiago Raul. Seismic stability of buckling-restrained braced frames.

Degree: MS, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 Buckling Restrained Braced Frames (BRBFs) are widely used as a seismic force-resisting system due to their advantageous properties for ductility and energy dissipation. However, because… (more)

Subjects/Keywords: Buckling-restrained braced frames; P-Δ effects; Seismic stability; Dual system

…necessarily translate to the others (Ziemian 2010). Finally, P-∆ effects… …longer fundamental period. This results in a higher P-∆ reduction of the capacity of the story… …relative to its yielding strength. When the height of the building is increased, P-∆ effects are… …stability of structures undergoing inelastic behavior, current building codes address P-∆ effects… …the complex response 3 of a building in the inelastic range under P-∆ effects. Furthermore… 

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APA (6th Edition):

Zaruma Ochoa, S. R. (2017). Seismic stability of buckling-restrained braced frames. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/98427

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):

Zaruma Ochoa, Santiago Raul. “Seismic stability of buckling-restrained braced frames.” 2017. Thesis, University of Illinois – Urbana-Champaign. Accessed November 18, 2019. http://hdl.handle.net/2142/98427.

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

MLA Handbook (7th Edition):

Zaruma Ochoa, Santiago Raul. “Seismic stability of buckling-restrained braced frames.” 2017. Web. 18 Nov 2019.

Vancouver:

Zaruma Ochoa SR. Seismic stability of buckling-restrained braced frames. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2142/98427.

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

Council of Science Editors:

Zaruma Ochoa SR. Seismic stability of buckling-restrained braced frames. [Thesis]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/98427

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


North Carolina State University

14. Nixon, Joseph Blair. Verification of the Weathered Rock Model for P-y Curves.

Degree: MS, Civil Engineering, 2002, North Carolina State University

 Four full-scale field lateral load tests were conducted to independently verify the Weathered Rock Model for P-y Curves published by Cho (2002). Class A performance… (more)

Subjects/Keywords: Weathered Rock;

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APA (6th Edition):

Nixon, J. B. (2002). Verification of the Weathered Rock Model for P-y Curves. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1811

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):

Nixon, Joseph Blair. “Verification of the Weathered Rock Model for P-y Curves.” 2002. Thesis, North Carolina State University. Accessed November 18, 2019. http://www.lib.ncsu.edu/resolver/1840.16/1811.

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

MLA Handbook (7th Edition):

Nixon, Joseph Blair. “Verification of the Weathered Rock Model for P-y Curves.” 2002. Web. 18 Nov 2019.

Vancouver:

Nixon JB. Verification of the Weathered Rock Model for P-y Curves. [Internet] [Thesis]. North Carolina State University; 2002. [cited 2019 Nov 18]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1811.

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

Council of Science Editors:

Nixon JB. Verification of the Weathered Rock Model for P-y Curves. [Thesis]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1811

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

15. Chen, Ching-Hsiang, active 2013. Performance of suction caissons with a small aspect ratio.

Degree: PhD, Civil Engineering, 2013, University of Texas – Austin

 Suction caissons with a smaller aspect (length to diameter) ratio are increasingly used for supporting offshore structures, such as wind turbines and oil and gas… (more)

Subjects/Keywords: Suction caisson; Small aspect ratio; Scale model tests; Finite element analysis; p-y analysis

…14 2.2 P-y Curves for Flexible Piles in Clay… …16 2.2.1 P-y Curves in Soft Clay (Matlock, 1970)… …17 2.2.2 Discussions on Matlock’s p-y Curves… …227 11.4 Rigid Caisson P-y Analysis… …230 11.4.1 Rigid Caisson p-y Analysis Model… 

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APA (6th Edition):

Chen, Ching-Hsiang, a. 2. (2013). Performance of suction caissons with a small aspect ratio. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/23092

Chicago Manual of Style (16th Edition):

Chen, Ching-Hsiang, active 2013. “Performance of suction caissons with a small aspect ratio.” 2013. Doctoral Dissertation, University of Texas – Austin. Accessed November 18, 2019. http://hdl.handle.net/2152/23092.

MLA Handbook (7th Edition):

Chen, Ching-Hsiang, active 2013. “Performance of suction caissons with a small aspect ratio.” 2013. Web. 18 Nov 2019.

Vancouver:

Chen, Ching-Hsiang a2. Performance of suction caissons with a small aspect ratio. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2013. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2152/23092.

Council of Science Editors:

Chen, Ching-Hsiang a2. Performance of suction caissons with a small aspect ratio. [Doctoral Dissertation]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/23092

16. Guerrero, Priscilla Annette. p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings.

Degree: PhD, Civil Engineering, 2013, University of Texas – Austin

p-Dichlorobenzene (p-DCB) and naphthalene are compounds classified as Group C carcinogens according to the USEPA. Sources of p-DCB and naphthalene include moth repellents and deodorizers… (more)

Subjects/Keywords: p-Dichlorobenzene; Naphthalene; Emission rates; Cancer risk; Adsorption; Clothing; Dermal exposure; Inhalation exposure

…6 2.1 2.2 Health Effects of p-DCB and Naphthalene… …7 2.3 Sources of p-DCB and Naphthalene… …9 2.5 3.0 Properties of p-Dichlorobenzene (p-DCB) and Naphthalene… …11 Assessment of p-DCB and Naphthalene Emissions… …24 3.4 4.0 Determination of p-DCB and Naphthalene Emission Rates… 

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APA (6th Edition):

Guerrero, P. A. (2013). p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21771

Chicago Manual of Style (16th Edition):

Guerrero, Priscilla Annette. “p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings.” 2013. Doctoral Dissertation, University of Texas – Austin. Accessed November 18, 2019. http://hdl.handle.net/2152/21771.

MLA Handbook (7th Edition):

Guerrero, Priscilla Annette. “p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings.” 2013. Web. 18 Nov 2019.

Vancouver:

Guerrero PA. p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2013. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/2152/21771.

Council of Science Editors:

Guerrero PA. p-Dichlorobenzene and naphthalene : emissions and related primary and secondary exposures in residential buildings. [Doctoral Dissertation]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21771


Texas A&M University

17. Al-Ramthan, Ahmed Qasim Obaid. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 The nonlinear cyclic behavior of a soil-structure system has a significant influence on the mechanical response of this system. The cyclic response of soil-structure system… (more)

Subjects/Keywords: Plasticity; Kinematic hardening model; Bounding surface model; Cyclic loading; Inclined loading; Lateral loading; Offshore structures; Wind turbines; Caisson; Pile; Anchor; Mooring line; Single-line; Multiline; Sheet pile wall; Retaining wall; Railroads; Cumulative displacements; Wall displacements; P-y curve; Cyclic backbone; Soil spring; Lateral soil pressure; Finite element analysis; Asymmetric Fourier elements; ABAQUS; UEL subroutine; MATLAB; Cohesive soil; Nonlinear cyclic behavior; Soil-structure system; Von Mises failure criterion.

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APA (6th Edition):

Al-Ramthan, A. Q. O. (2019). Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185013

Chicago Manual of Style (16th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Doctoral Dissertation, Texas A&M University. Accessed November 18, 2019. http://hdl.handle.net/1969.1/185013.

MLA Handbook (7th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Web. 18 Nov 2019.

Vancouver:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/1969.1/185013.

Council of Science Editors:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185013


Virginia Tech

18. Lu, Qifeng. Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation.

Degree: PhD, Civil Engineering, 2009, Virginia Tech

 With the technological advancement in computer science, Geographic Information Science (GIScience), and transportation, more and more complex path finding queries including category based queries are… (more)

Subjects/Keywords: state graph space; O*-MST; Geographic Information Science; C*- Dijkstra; O*-Greedy; O*-Dijkstra; O*-SCDMST; trip planning; category based queries; O*; Geographic Information System; admissible; L#; transportation network; logistics; multivariate; Bivariate; best first search; CSTQ; C*; consistent; path; heuristic; optimization; state graph; graph; OSTQ; C*-P

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

APA (6th Edition):

Lu, Q. (2009). Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26444

Chicago Manual of Style (16th Edition):

Lu, Qifeng. “Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation.” 2009. Doctoral Dissertation, Virginia Tech. Accessed November 18, 2019. http://hdl.handle.net/10919/26444.

MLA Handbook (7th Edition):

Lu, Qifeng. “Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation.” 2009. Web. 18 Nov 2019.

Vancouver:

Lu Q. Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2019 Nov 18]. Available from: http://hdl.handle.net/10919/26444.

Council of Science Editors:

Lu Q. Bivariate Best First Searches to Process Category Based Queries in a Graph for Trip Planning Applications in Transportation. [Doctoral Dissertation]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/26444

.