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You searched for subject:( column). Showing records 31 – 60 of 1520 total matches.

[1] [2] [3] [4] [5] … [51]

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31. Crowell, Loran Elizabeth. The Monochromatic Column Problem: The Prime Case.

Degree: MA, Mathematics and Statistics, 2016, Encompass Digital Archive, Eastern Kentucky University

  Let p1, p2, . . . , pn be pairwise coprime positive integers and let P = p1p2 · · · pn. Let 0,1,...,m−1… (more)

Subjects/Keywords: Chinese Remainder Theorem; Monochromatic Column; Number Theory

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APA (6th Edition):

Crowell, L. E. (2016). The Monochromatic Column Problem: The Prime Case. (Masters Thesis). Encompass Digital Archive, Eastern Kentucky University. Retrieved from https://encompass.eku.edu/etd/356

Chicago Manual of Style (16th Edition):

Crowell, Loran Elizabeth. “The Monochromatic Column Problem: The Prime Case.” 2016. Masters Thesis, Encompass Digital Archive, Eastern Kentucky University. Accessed December 05, 2019. https://encompass.eku.edu/etd/356.

MLA Handbook (7th Edition):

Crowell, Loran Elizabeth. “The Monochromatic Column Problem: The Prime Case.” 2016. Web. 05 Dec 2019.

Vancouver:

Crowell LE. The Monochromatic Column Problem: The Prime Case. [Internet] [Masters thesis]. Encompass Digital Archive, Eastern Kentucky University; 2016. [cited 2019 Dec 05]. Available from: https://encompass.eku.edu/etd/356.

Council of Science Editors:

Crowell LE. The Monochromatic Column Problem: The Prime Case. [Masters Thesis]. Encompass Digital Archive, Eastern Kentucky University; 2016. Available from: https://encompass.eku.edu/etd/356


Virginia Tech

32. Bowers, Jeremy Thomas. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Reinforced concrete (RC) moment frames comprise a significant portion of the built environment in areas with seismic hazards. The beam-to-column joints of these frames are… (more)

Subjects/Keywords: Reinforced Concrete; Beam-Column Joints; Seismic Analysis

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APA (6th Edition):

Bowers, J. T. (2014). Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50437

Chicago Manual of Style (16th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/50437.

MLA Handbook (7th Edition):

Bowers, Jeremy Thomas. “Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames.” 2014. Web. 05 Dec 2019.

Vancouver:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/50437.

Council of Science Editors:

Bowers JT. Nonlinear Cyclic Truss Model for Beam-Column Joints of Non-ductile RC Frames. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/50437


University of Ottawa

33. Lloyd, Alan Eric Walker. Blast Retrofit of Reinforced Concrete Columns .

Degree: 2015, University of Ottawa

 Explosives place large demands on the lateral load carrying capacity of structures. If these loads are applied on columns, the high pressure transient loads from… (more)

Subjects/Keywords: Blast; Explosive; Column; Reinforced concrete; Retrofit

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APA (6th Edition):

Lloyd, A. E. W. (2015). Blast Retrofit of Reinforced Concrete Columns . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32389

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):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Thesis, University of Ottawa. Accessed December 05, 2019. http://hdl.handle.net/10393/32389.

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

MLA Handbook (7th Edition):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Web. 05 Dec 2019.

Vancouver:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10393/32389.

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

Council of Science Editors:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32389

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


Oklahoma State University

34. Still, Adam. Multiphase Phenomena in a Vibrating Column Reactor.

Degree: Mechanical & Aerospace Engineering, 2012, Oklahoma State University

 Bubble column reactors (BCRs) are used in chemical, petroleum, and bio-systems processing applications like the hydrogenation of coal slurry to produce synthetic fuels in the… (more)

Subjects/Keywords: bubble; column; mass transfer; multiphase; reactor; vibrating

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APA (6th Edition):

Still, A. (2012). Multiphase Phenomena in a Vibrating Column Reactor. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10070

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):

Still, Adam. “Multiphase Phenomena in a Vibrating Column Reactor.” 2012. Thesis, Oklahoma State University. Accessed December 05, 2019. http://hdl.handle.net/11244/10070.

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

MLA Handbook (7th Edition):

Still, Adam. “Multiphase Phenomena in a Vibrating Column Reactor.” 2012. Web. 05 Dec 2019.

Vancouver:

Still A. Multiphase Phenomena in a Vibrating Column Reactor. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11244/10070.

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

Council of Science Editors:

Still A. Multiphase Phenomena in a Vibrating Column Reactor. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10070

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


University of Tennessee – Knoxville

35. Lavoie, Bethsheba. Transport of explosive residue surrogates in saturated porous media.

Degree: MS, Geology, 2010, University of Tennessee – Knoxville

 Contamination of soils by munitions constituents is pervasive on Department of Defense operational ranges. Low-order detonations result in the heterogeneous distribution of explosives residues (ER)… (more)

Subjects/Keywords: Transport; Explosive; Colloid; Saturated; Column; Contaminant; Geology

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APA (6th Edition):

Lavoie, B. (2010). Transport of explosive residue surrogates in saturated porous media. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/814

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):

Lavoie, Bethsheba. “Transport of explosive residue surrogates in saturated porous media.” 2010. Thesis, University of Tennessee – Knoxville. Accessed December 05, 2019. https://trace.tennessee.edu/utk_gradthes/814.

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

MLA Handbook (7th Edition):

Lavoie, Bethsheba. “Transport of explosive residue surrogates in saturated porous media.” 2010. Web. 05 Dec 2019.

Vancouver:

Lavoie B. Transport of explosive residue surrogates in saturated porous media. [Internet] [Thesis]. University of Tennessee – Knoxville; 2010. [cited 2019 Dec 05]. Available from: https://trace.tennessee.edu/utk_gradthes/814.

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

Council of Science Editors:

Lavoie B. Transport of explosive residue surrogates in saturated porous media. [Thesis]. University of Tennessee – Knoxville; 2010. Available from: https://trace.tennessee.edu/utk_gradthes/814

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


University of Wollongong

36. Widiarsa, Ida Bagus Rai. FRP-wrapped square RC columns under eccentric loading.

Degree: PhD, 2014, University of Wollongong

  Reinforced concrete (RC) structural members like columns can experience deterioration caused by many factors such as concrete cracks, corrosion of steel reinforcement, imperfect structural… (more)

Subjects/Keywords: FRP; wrapped; square; concrete; column; eccentric

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APA (6th Edition):

Widiarsa, I. B. R. (2014). FRP-wrapped square RC columns under eccentric loading. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4073

Chicago Manual of Style (16th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Doctoral Dissertation, University of Wollongong. Accessed December 05, 2019. ; https://ro.uow.edu.au/theses/4073.

MLA Handbook (7th Edition):

Widiarsa, Ida Bagus Rai. “FRP-wrapped square RC columns under eccentric loading.” 2014. Web. 05 Dec 2019.

Vancouver:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Internet] [Doctoral dissertation]. University of Wollongong; 2014. [cited 2019 Dec 05]. Available from: ; https://ro.uow.edu.au/theses/4073.

Council of Science Editors:

Widiarsa IBR. FRP-wrapped square RC columns under eccentric loading. [Doctoral Dissertation]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4073


University of New South Wales

37. Khajeh Samani, Ali. Ductility in reinforced concrete columns.

Degree: Civil & Environmental Engineering, 2013, University of New South Wales

 Uniaxial and triaxial test results are used to study the behaviour of concrete specimens. Based on existing test results in the literature, a new model… (more)

Subjects/Keywords: Reinforced Concrete Column; High Strength Concrete; Ductility

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APA (6th Edition):

Khajeh Samani, A. (2013). Ductility in reinforced concrete columns. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Doctoral Dissertation, University of New South Wales. Accessed December 05, 2019. http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

MLA Handbook (7th Edition):

Khajeh Samani, Ali. “Ductility in reinforced concrete columns.” 2013. Web. 05 Dec 2019.

Vancouver:

Khajeh Samani A. Ductility in reinforced concrete columns. [Internet] [Doctoral dissertation]. University of New South Wales; 2013. [cited 2019 Dec 05]. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true.

Council of Science Editors:

Khajeh Samani A. Ductility in reinforced concrete columns. [Doctoral Dissertation]. University of New South Wales; 2013. Available from: http://handle.unsw.edu.au/1959.4/53358 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:12051/SOURCE02?view=true


University of Minnesota

38. Nojavan, Alireza. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.

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

 Seven full-scale reinforced concrete (RC) columns were tested at the Multi-Axial Subassemblage Testing (MAST) Laboratory of the University of Minnesota to investigate their performance under… (more)

Subjects/Keywords: Buckling; Column; Damage; Earthquake; Reinforced Concrete

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APA (6th Edition):

Nojavan, A. (2015). Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/177118

Chicago Manual of Style (16th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Doctoral Dissertation, University of Minnesota. Accessed December 05, 2019. http://hdl.handle.net/11299/177118.

MLA Handbook (7th Edition):

Nojavan, Alireza. “Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading.” 2015. Web. 05 Dec 2019.

Vancouver:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11299/177118.

Council of Science Editors:

Nojavan A. Performance of Full-Scale Reinforced Concrete Columns Subjected to Extreme Earthquake Loading. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/177118


University of Minnesota

39. Roser, Marta. Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors.

Degree: MS, Land and Atmospheric Science, 2016, University of Minnesota

 Nitrogen (N) and phosphorus (P) losses from croplands contribute to impairment of water bodies. This study was conducted to test candidate denitrifying bioreactor media for… (more)

Subjects/Keywords: agricultural drainage; bioreactor; denitrification; laboratory column; phosphorus

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APA (6th Edition):

Roser, M. (2016). Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/182120

Chicago Manual of Style (16th Edition):

Roser, Marta. “Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors.” 2016. Masters Thesis, University of Minnesota. Accessed December 05, 2019. http://hdl.handle.net/11299/182120.

MLA Handbook (7th Edition):

Roser, Marta. “Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors.” 2016. Web. 05 Dec 2019.

Vancouver:

Roser M. Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors. [Internet] [Masters thesis]. University of Minnesota; 2016. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11299/182120.

Council of Science Editors:

Roser M. Using unique carbon source combinations to increase nitrate and phosphate removal in bioreactors. [Masters Thesis]. University of Minnesota; 2016. Available from: http://hdl.handle.net/11299/182120


University of Kentucky

40. Jana, Partha. REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL.

Degree: 2012, University of Kentucky

 Arsenic is a highly toxic, easily transportable and widespread contaminant in groundwater throughout the world. Arsenic causes acute toxicity by disrupting biological functions. In groundwater… (more)

Subjects/Keywords: Arsenic; ABDTH2; SiABDTH2; Filtration column; Remediation; Chemistry

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APA (6th Edition):

Jana, P. (2012). REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/chemistry_etds/11

Chicago Manual of Style (16th Edition):

Jana, Partha. “REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL.” 2012. Doctoral Dissertation, University of Kentucky. Accessed December 05, 2019. https://uknowledge.uky.edu/chemistry_etds/11.

MLA Handbook (7th Edition):

Jana, Partha. “REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL.” 2012. Web. 05 Dec 2019.

Vancouver:

Jana P. REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL. [Internet] [Doctoral dissertation]. University of Kentucky; 2012. [cited 2019 Dec 05]. Available from: https://uknowledge.uky.edu/chemistry_etds/11.

Council of Science Editors:

Jana P. REMOVAL OF ARSENIC(III) FROM WATER WITH A NEW SOLID-SUPPORTED THIOL. [Doctoral Dissertation]. University of Kentucky; 2012. Available from: https://uknowledge.uky.edu/chemistry_etds/11


Universidad de Chile

41. Pizarro Arancibia, Javier Ignacio. Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero .

Degree: 2018, Universidad de Chile

 Este trabajo de título estudia de forma numérica el comportamiento de viga y columna de una conexión para marcos a momento en acero. El tipo… (more)

Subjects/Keywords: Estructuras de acero; Uniones (Ingeniería); Column-tree

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APA (6th Edition):

Pizarro Arancibia, J. I. (2018). Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero . (Thesis). Universidad de Chile. Retrieved from http://repositorio.uchile.cl/handle/2250/150013

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):

Pizarro Arancibia, Javier Ignacio. “Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero .” 2018. Thesis, Universidad de Chile. Accessed December 05, 2019. http://repositorio.uchile.cl/handle/2250/150013.

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

MLA Handbook (7th Edition):

Pizarro Arancibia, Javier Ignacio. “Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero .” 2018. Web. 05 Dec 2019.

Vancouver:

Pizarro Arancibia JI. Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero . [Internet] [Thesis]. Universidad de Chile; 2018. [cited 2019 Dec 05]. Available from: http://repositorio.uchile.cl/handle/2250/150013.

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

Council of Science Editors:

Pizarro Arancibia JI. Estudio numérico de conexiones a momento tipo "column-tree" en sistemas estructurales de marcos a momento de acero . [Thesis]. Universidad de Chile; 2018. Available from: http://repositorio.uchile.cl/handle/2250/150013

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


University of Texas – Austin

42. Shin, Boonam. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 This study was motivated by the fact that many times intact specimens with a number of oversized particles are dynamically tested in the laboratory and… (more)

Subjects/Keywords: Dynamic properties; Oversized particles; Resonant column; Sand

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APA (6th Edition):

Shin, B. (2014). Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/27552

Chicago Manual of Style (16th Edition):

Shin, Boonam. “Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.” 2014. Masters Thesis, University of Texas – Austin. Accessed December 05, 2019. http://hdl.handle.net/2152/27552.

MLA Handbook (7th Edition):

Shin, Boonam. “Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing.” 2014. Web. 05 Dec 2019.

Vancouver:

Shin B. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/2152/27552.

Council of Science Editors:

Shin B. Effects of oversized particles on the dynamic properties of sand specimens evaluated by resonant column testing. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/27552


Purdue University

43. Madenoor Ramapriya, Gautham. Low-cost and Energy-efficient Solutions for Multicomponent Distillation.

Degree: PhD, Chemical Engineering, 2016, Purdue University

 Distillation accounts for 90-95% of all the separations on a chemical plant, and for about 3% of the world energy consumption. Even modest improvements to… (more)

Subjects/Keywords: Distillation; Dividing Wall Column; Process Intensification; Separations

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APA (6th Edition):

Madenoor Ramapriya, G. (2016). Low-cost and Energy-efficient Solutions for Multicomponent Distillation. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/1257

Chicago Manual of Style (16th Edition):

Madenoor Ramapriya, Gautham. “Low-cost and Energy-efficient Solutions for Multicomponent Distillation.” 2016. Doctoral Dissertation, Purdue University. Accessed December 05, 2019. https://docs.lib.purdue.edu/open_access_dissertations/1257.

MLA Handbook (7th Edition):

Madenoor Ramapriya, Gautham. “Low-cost and Energy-efficient Solutions for Multicomponent Distillation.” 2016. Web. 05 Dec 2019.

Vancouver:

Madenoor Ramapriya G. Low-cost and Energy-efficient Solutions for Multicomponent Distillation. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2019 Dec 05]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1257.

Council of Science Editors:

Madenoor Ramapriya G. Low-cost and Energy-efficient Solutions for Multicomponent Distillation. [Doctoral Dissertation]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1257


Colorado School of Mines

44. McGuinness, James. Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO.

Degree: MS(M.S.), Geology and Geological Engineering, 2019, Colorado School of Mines

 This study investigates the variability in solute release rates from samples of shale and slate with variable lithology resulting from contact metamorphism. Mineral dissolution column(more)

Subjects/Keywords: Geochemistry; Water-rock interactions; Shale; Column experiments

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APA (6th Edition):

McGuinness, J. (2019). Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO. (Masters Thesis). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/173277

Chicago Manual of Style (16th Edition):

McGuinness, James. “Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO.” 2019. Masters Thesis, Colorado School of Mines. Accessed December 05, 2019. http://hdl.handle.net/11124/173277.

MLA Handbook (7th Edition):

McGuinness, James. “Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO.” 2019. Web. 05 Dec 2019.

Vancouver:

McGuinness J. Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO. [Internet] [Masters thesis]. Colorado School of Mines; 2019. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/11124/173277.

Council of Science Editors:

McGuinness J. Experimentally determined solute release rates from variably metamorphosed shale : implications for weathering in the East River watershed, CO. [Masters Thesis]. Colorado School of Mines; 2019. Available from: http://hdl.handle.net/11124/173277


Virginia Tech

45. Ramirez Coterio, Viviana A. Optimization of Air-injection Spargers for Column Flotation Applications.

Degree: MS, Mining Engineering, 2016, Virginia Tech

Column flotation cells have become the most popular machine designed for industrial applications that require the separation and concentration of wanted or unwanted minerals from… (more)

Subjects/Keywords: Column flotation; Gas dispersion; Sparger; Cavitation

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APA (6th Edition):

Ramirez Coterio, V. A. (2016). Optimization of Air-injection Spargers for Column Flotation Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/71425

Chicago Manual of Style (16th Edition):

Ramirez Coterio, Viviana A. “Optimization of Air-injection Spargers for Column Flotation Applications.” 2016. Masters Thesis, Virginia Tech. Accessed December 05, 2019. http://hdl.handle.net/10919/71425.

MLA Handbook (7th Edition):

Ramirez Coterio, Viviana A. “Optimization of Air-injection Spargers for Column Flotation Applications.” 2016. Web. 05 Dec 2019.

Vancouver:

Ramirez Coterio VA. Optimization of Air-injection Spargers for Column Flotation Applications. [Internet] [Masters thesis]. Virginia Tech; 2016. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10919/71425.

Council of Science Editors:

Ramirez Coterio VA. Optimization of Air-injection Spargers for Column Flotation Applications. [Masters Thesis]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/71425


Queens University

46. Kavalench, Jennifer. Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings .

Degree: Geological Sciences and Geological Engineering, 2010, Queens University

 The existence of small-scale gold mining in Nova Scotia between 1868 and 1942 has resulted in many high arsenic (As) tailings areas in the province,… (more)

Subjects/Keywords: Arsenic; Mine Tailings; Laboratory Column Tests

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APA (6th Edition):

Kavalench, J. (2010). Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/6173

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):

Kavalench, Jennifer. “Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings .” 2010. Thesis, Queens University. Accessed December 05, 2019. http://hdl.handle.net/1974/6173.

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

MLA Handbook (7th Edition):

Kavalench, Jennifer. “Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings .” 2010. Web. 05 Dec 2019.

Vancouver:

Kavalench J. Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings . [Internet] [Thesis]. Queens University; 2010. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1974/6173.

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

Council of Science Editors:

Kavalench J. Effect of Tailings Mineralogy and Infiltration Water Chemistry on Arsenic Release From Historic Gold Mine Tailings . [Thesis]. Queens University; 2010. Available from: http://hdl.handle.net/1974/6173

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


University of Kansas

47. Abdulrasool, Ghaith. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 Stone columns have been proved an effective ground improvement technique. The increase in land prices and the existence of soft clay deposits in many areas… (more)

Subjects/Keywords: Civil engineering; Consolidation; Geotextile-encased stone column; Stone column; Stress concentration ratio; Stress transfer

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

APA (6th Edition):

Abdulrasool, G. (2016). Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/24159

Chicago Manual of Style (16th Edition):

Abdulrasool, Ghaith. “Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.” 2016. Masters Thesis, University of Kansas. Accessed December 05, 2019. http://hdl.handle.net/1808/24159.

MLA Handbook (7th Edition):

Abdulrasool, Ghaith. “Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay.” 2016. Web. 05 Dec 2019.

Vancouver:

Abdulrasool G. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1808/24159.

Council of Science Editors:

Abdulrasool G. Effect of Column Stiffness on Consolidation Behavior of Stone Column-Treated Clay. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/24159


University of California – Berkeley

48. Trono, William Dean. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 Modern reinforced concrete bridges are designed to avoid collapse and to prevent loss of life during earthquakes. To meet these objectives, bridge columns are typically… (more)

Subjects/Keywords: Civil engineering; damage resistant; HPFRCC; HyFRC; recentering column; rocking column; seismic design

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APA (6th Edition):

Trono, W. D. (2014). Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/25m2d5mf

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):

Trono, William Dean. “Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.” 2014. Thesis, University of California – Berkeley. Accessed December 05, 2019. http://www.escholarship.org/uc/item/25m2d5mf.

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

MLA Handbook (7th Edition):

Trono, William Dean. “Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete.” 2014. Web. 05 Dec 2019.

Vancouver:

Trono WD. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2019 Dec 05]. Available from: http://www.escholarship.org/uc/item/25m2d5mf.

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

Council of Science Editors:

Trono WD. Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/25m2d5mf

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


University of Waterloo

49. Adetifa, Bamidele. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.

Degree: 2016, University of Waterloo

 In certain situations the punching strength of a connection may become inadequate after construction due to changes of connection geometry from drilling or coring, or… (more)

Subjects/Keywords: punching strength; shear bolts; reinforced concrete inetrior slab-column; flexural capacity; slab-column connections

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APA (6th Edition):

Adetifa, B. (2016). A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11038

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):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Thesis, University of Waterloo. Accessed December 05, 2019. http://hdl.handle.net/10012/11038.

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

MLA Handbook (7th Edition):

Adetifa, Bamidele. “A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS.” 2016. Web. 05 Dec 2019.

Vancouver:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10012/11038.

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

Council of Science Editors:

Adetifa B. A NEW PUNCHING SHEAR STRENGTHENING TECHNIQUE FOR REINFORCED CONCRETE SLABS AT INTERIOR SLAB-COLUMN CONNECTIONS. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/11038

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

50. Ahmad, Fokruddin. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.

Degree: MS, Civil Engineering, 2015, University of North Dakota

  Extensive investigations have verified that frame systems consist of concrete-filled steel tubular (CFST) columns have more benefits than ordinary reinforced concrete and steel systems.… (more)

Subjects/Keywords: Buckling; Concrete Filled Tube; Cyclic Load; Hollow Steel Column; Seismic Load; Tubular Column

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APA (6th Edition):

Ahmad, F. (2015). Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1859

Chicago Manual of Style (16th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Masters Thesis, University of North Dakota. Accessed December 05, 2019. https://commons.und.edu/theses/1859.

MLA Handbook (7th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Web. 05 Dec 2019.

Vancouver:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Internet] [Masters thesis]. University of North Dakota; 2015. [cited 2019 Dec 05]. Available from: https://commons.und.edu/theses/1859.

Council of Science Editors:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Masters Thesis]. University of North Dakota; 2015. Available from: https://commons.und.edu/theses/1859


Wright State University

51. Niewinski, Desi. Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie.

Degree: MS, Earth and Environmental Sciences, 2018, Wright State University

 The western basin of Lake Erie experiences annual non-nitrogen (N) fixing harmful algal blooms (HABs), while the central basin experiences seasonal hypoxia in bottom water.… (more)

Subjects/Keywords: Biogeochemistry; Lake Erie sediment; harmful algal blooms; HAB; seasonal hypoxia; water column oxygen respiration; nitrogen cycling; water column nitrification; water column respiration; sediment oxygen demand; SOD

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APA (6th Edition):

Niewinski, D. (2018). Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie. (Masters Thesis). Wright State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=wright1547330489488682

Chicago Manual of Style (16th Edition):

Niewinski, Desi. “Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie.” 2018. Masters Thesis, Wright State University. Accessed December 05, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=wright1547330489488682.

MLA Handbook (7th Edition):

Niewinski, Desi. “Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie.” 2018. Web. 05 Dec 2019.

Vancouver:

Niewinski D. Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie. [Internet] [Masters thesis]. Wright State University; 2018. [cited 2019 Dec 05]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1547330489488682.

Council of Science Editors:

Niewinski D. Water column oxygen respiration dynamics and quantification of nitrogen cycling genes insediment of Lake Erie. [Masters Thesis]. Wright State University; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=wright1547330489488682

52. Ricardo Corrêa de Santana. Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias.

Degree: 2011, Federal University of Uberlândia

 Uma vez que a deficiência de fósforo restringe severamente o rendimento de uma cultura agrícola, a adição deste elemento químico nos solos, por meio de… (more)

Subjects/Keywords: Flotação em coluna; Apatita; Granulometria mineral; Altura da coluna; ENGENHARIA QUIMICA; Flotação; Fósforo; Column flotation; Apatite; Mineral particle size; Column height

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APA (6th Edition):

Santana, R. C. d. (2011). Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias. (Thesis). Federal University of Uberlândia. Retrieved from http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=3429

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):

Santana, Ricardo Corrêa de. “Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias.” 2011. Thesis, Federal University of Uberlândia. Accessed December 05, 2019. http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=3429.

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

MLA Handbook (7th Edition):

Santana, Ricardo Corrêa de. “Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias.” 2011. Web. 05 Dec 2019.

Vancouver:

Santana RCd. Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias. [Internet] [Thesis]. Federal University of Uberlândia; 2011. [cited 2019 Dec 05]. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=3429.

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

Council of Science Editors:

Santana RCd. Efeito da Altura da Coluna na Flotação de Minério Fosfático em Diferentes Granulometrias. [Thesis]. Federal University of Uberlândia; 2011. Available from: http://www.bdtd.ufu.br//tde_busca/arquivo.php?codArquivo=3429

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


University of Kansas

53. Yasso, Samir Saadi. ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2017, University of Kansas

 The current ACI hooked bar design provisions are based on test results of 38 simulated beam-column joints containing two hooked bars. The provisions address the… (more)

Subjects/Keywords: Civil engineering; Anchorage strength; Beam-column joints; Column core; tail cover; Design provisions; Hooked bars; Hooked bar spacing

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APA (6th Edition):

Yasso, S. S. (2017). ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/25869

Chicago Manual of Style (16th Edition):

Yasso, Samir Saadi. “ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS.” 2017. Doctoral Dissertation, University of Kansas. Accessed December 05, 2019. http://hdl.handle.net/1808/25869.

MLA Handbook (7th Edition):

Yasso, Samir Saadi. “ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS.” 2017. Web. 05 Dec 2019.

Vancouver:

Yasso SS. ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS. [Internet] [Doctoral dissertation]. University of Kansas; 2017. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/1808/25869.

Council of Science Editors:

Yasso SS. ANCHORAGE STRENGTH OF STANDARD HOOKED BARS IN SIMULATED EXTERIOR BEAM-COLUMN JOINTS. [Doctoral Dissertation]. University of Kansas; 2017. Available from: http://hdl.handle.net/1808/25869


University of California – San Diego

54. Chansuk, Piyachai. Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns.

Degree: Structural Engineering, 2018, University of California – San Diego

 This thesis investigates nonlinear cyclic responses of deep wide-flange steel beam-columns, which are primarily used in Special Moment Frame (SMF) for their high in-plane, strong-axis… (more)

Subjects/Keywords: Civil engineering; Connection flexibility; Cyclic tests; Data reduction; Deep wide-flange steel column; Seismic behavior; Timoshenko beam-column

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

APA (6th Edition):

Chansuk, P. (2018). Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/6jf2595t

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):

Chansuk, Piyachai. “Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns.” 2018. Thesis, University of California – San Diego. Accessed December 05, 2019. http://www.escholarship.org/uc/item/6jf2595t.

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

MLA Handbook (7th Edition):

Chansuk, Piyachai. “Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns.” 2018. Web. 05 Dec 2019.

Vancouver:

Chansuk P. Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns. [Internet] [Thesis]. University of California – San Diego; 2018. [cited 2019 Dec 05]. Available from: http://www.escholarship.org/uc/item/6jf2595t.

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

Council of Science Editors:

Chansuk P. Seismic Behavior of Deep, Slender Wide-Flange Structural Steel Beam-columns. [Thesis]. University of California – San Diego; 2018. Available from: http://www.escholarship.org/uc/item/6jf2595t

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


University of Plymouth

55. Levy, Charlotte Luanne Victoria. Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials.

Degree: PhD, 2017, University of Plymouth

 The overall aim of this project was to study 'functionalised' calcium carbonates (FCCs) for use as a carrier for the controlled release of 'actives,' by… (more)

Subjects/Keywords: 620.1; Diffusion; Zero Length Column; Adsorption; Finite Length Column; Drug Delivery; Porous; Biomaterial; Functionalised Calcium Carbonate; Functionalized Calcium Carbonate

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

APA (6th Edition):

Levy, C. L. V. (2017). Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/9288

Chicago Manual of Style (16th Edition):

Levy, Charlotte Luanne Victoria. “Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials.” 2017. Doctoral Dissertation, University of Plymouth. Accessed December 05, 2019. http://hdl.handle.net/10026.1/9288.

MLA Handbook (7th Edition):

Levy, Charlotte Luanne Victoria. “Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials.” 2017. Web. 05 Dec 2019.

Vancouver:

Levy CLV. Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials. [Internet] [Doctoral dissertation]. University of Plymouth; 2017. [cited 2019 Dec 05]. Available from: http://hdl.handle.net/10026.1/9288.

Council of Science Editors:

Levy CLV. Nanoporous calcium carbonate-based substrates for the controlled delivery of functional materials. [Doctoral Dissertation]. University of Plymouth; 2017. Available from: http://hdl.handle.net/10026.1/9288


University of Utah

56. Kodali, Phanindra. Pretreatment of copper ore prior to heap leaching.

Degree: MS;, Metallurgical Engineering;, 2010, University of Utah

 Pretreatment of copper ore prior to heap leaching includes crushing and agglomeration processes which were studied in this thesis research. Crushing is a high energy… (more)

Subjects/Keywords: Agglomeration; Column leaching; Copper; Heap leaching; HPGR; Stucco

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APA (6th Edition):

Kodali, P. (2010). Pretreatment of copper ore prior to heap leaching. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1361/rec/925

Chicago Manual of Style (16th Edition):

Kodali, Phanindra. “Pretreatment of copper ore prior to heap leaching.” 2010. Masters Thesis, University of Utah. Accessed December 05, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1361/rec/925.

MLA Handbook (7th Edition):

Kodali, Phanindra. “Pretreatment of copper ore prior to heap leaching.” 2010. Web. 05 Dec 2019.

Vancouver:

Kodali P. Pretreatment of copper ore prior to heap leaching. [Internet] [Masters thesis]. University of Utah; 2010. [cited 2019 Dec 05]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1361/rec/925.

Council of Science Editors:

Kodali P. Pretreatment of copper ore prior to heap leaching. [Masters Thesis]. University of Utah; 2010. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1361/rec/925


Anna University

57. Suresh Babu, R. Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -.

Degree: Civil Engineering, 2014, Anna University

Masonry infilled panels are normally used as partitions or asarchitectural elements in Reinforced Concrete RC structures While placing windows or ventilators the infill cannot be… (more)

Subjects/Keywords: 3D RC framed structure; Captive column effect; Civil engineering; Masonry insert

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APA (6th Edition):

Suresh Babu, R. (2014). Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22848

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):

Suresh Babu, R. “Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -.” 2014. Thesis, Anna University. Accessed December 05, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/22848.

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

MLA Handbook (7th Edition):

Suresh Babu, R. “Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -.” 2014. Web. 05 Dec 2019.

Vancouver:

Suresh Babu R. Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Dec 05]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22848.

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

Council of Science Editors:

Suresh Babu R. Behaviour of captive column effect in partially infilled two bay two storied 3D RC framed structure with masonry inserts under lateral cyclic loading; -. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22848

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

58. Azevedo, Pedro Ribeiro. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.

Degree: Mestrado, Engenharia de Estruturas, 2013, University of São Paulo

Para melhor aproveitamento da resistência do concreto, utiliza-se concreto de maior resistência à compressão em pilares e concreto de resistência inferior em vigas e lajes.… (more)

Subjects/Keywords: Column; Concrete; Concrete confinement; Concreto; Lajes; Resistencia estrutural; Vigas

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APA (6th Edition):

Azevedo, P. R. (2013). Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;

Chicago Manual of Style (16th Edition):

Azevedo, Pedro Ribeiro. “Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.” 2013. Masters Thesis, University of São Paulo. Accessed December 05, 2019. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;.

MLA Handbook (7th Edition):

Azevedo, Pedro Ribeiro. “Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura.” 2013. Web. 05 Dec 2019.

Vancouver:

Azevedo PR. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2019 Dec 05]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;.

Council of Science Editors:

Azevedo PR. Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/ ;

59. Freitas, Pedro César de Barros. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.

Degree: Mestrado, Estruturas, 2009, University of São Paulo

As estruturas tubulares, muitas vezes, têm sua aplicação restrita a construções onde a concepção arquitetônica determina o seu uso, no entanto há algumas vantagens do… (more)

Subjects/Keywords: Beam-to-column connections; Estruturas tubulares; Ligação viga-coluna; Tubular structures

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

APA (6th Edition):

Freitas, P. C. d. B. (2009). Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;

Chicago Manual of Style (16th Edition):

Freitas, Pedro César de Barros. “Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.” 2009. Masters Thesis, University of São Paulo. Accessed December 05, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;.

MLA Handbook (7th Edition):

Freitas, Pedro César de Barros. “Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.” 2009. Web. 05 Dec 2019.

Vancouver:

Freitas PCdB. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2019 Dec 05]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;.

Council of Science Editors:

Freitas PCdB. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;

60. Tuono, Vanessa Luiza. Traumas de coluna no Brasil: análise das internações hospitalares.

Degree: Mestrado, Epidemiologia, 2008, University of São Paulo

Resumo Acidentes e violências são responsáveis por elevadas taxas de mortalidade e morbidade causadas pelas lesões deles decorrentes. Entre essas lesões, os traumas da coluna… (more)

Subjects/Keywords: Column injuries; Epidemiologia; Epidemiology; Spinal injury; Trauma medular; Traumas de coluna

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tuono, V. L. (2008). Traumas de coluna no Brasil: análise das internações hospitalares. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/6/6132/tde-02072008-164527/ ;

Chicago Manual of Style (16th Edition):

Tuono, Vanessa Luiza. “Traumas de coluna no Brasil: análise das internações hospitalares.” 2008. Masters Thesis, University of São Paulo. Accessed December 05, 2019. http://www.teses.usp.br/teses/disponiveis/6/6132/tde-02072008-164527/ ;.

MLA Handbook (7th Edition):

Tuono, Vanessa Luiza. “Traumas de coluna no Brasil: análise das internações hospitalares.” 2008. Web. 05 Dec 2019.

Vancouver:

Tuono VL. Traumas de coluna no Brasil: análise das internações hospitalares. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2019 Dec 05]. Available from: http://www.teses.usp.br/teses/disponiveis/6/6132/tde-02072008-164527/ ;.

Council of Science Editors:

Tuono VL. Traumas de coluna no Brasil: análise das internações hospitalares. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/6/6132/tde-02072008-164527/ ;

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