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You searched for subject:(ASCE 7). Showing records 1 – 11 of 11 total matches.

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The Ohio State University

1. Yuan, Mengfei. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.

Degree: MS, Civil Engineering, 2014, The Ohio State University

 The current design standard, ASCE 7 (2010), requires that the lateral displacements of a building must be calculated, typically using structural analysis software, and compared… (more)

Subjects/Keywords: Civil Engineering; Lateral displacement, Reinforced concrete frame building, Seismic load, ASCE 7

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APA (6th Edition):

Yuan, M. (2014). LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. (Masters Thesis). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416

Chicago Manual of Style (16th Edition):

Yuan, Mengfei. “LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.” 2014. Masters Thesis, The Ohio State University. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

MLA Handbook (7th Edition):

Yuan, Mengfei. “LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS.” 2014. Web. 22 Jan 2020.

Vancouver:

Yuan M. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. [Internet] [Masters thesis]. The Ohio State University; 2014. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

Council of Science Editors:

Yuan M. LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS. [Masters Thesis]. The Ohio State University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416

2. Jarrett, Jordan Alesa. Performance Assessment of Seismic Resistant Steel Structures.

Degree: PhD, Civil and Environmental Engineering, 2013, Virginia Tech

 This work stems from two different studies related to this performance assessment of seismic resistant systems. The first study compares the performance of newly developed… (more)

Subjects/Keywords: Nonlinear Response History Analysis; FEMA P-58; FEMA P-695; ASCE 7; Innovative Systems

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APA (6th Edition):

Jarrett, J. A. (2013). Performance Assessment of Seismic Resistant Steel Structures. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/24773

Chicago Manual of Style (16th Edition):

Jarrett, Jordan Alesa. “Performance Assessment of Seismic Resistant Steel Structures.” 2013. Doctoral Dissertation, Virginia Tech. Accessed January 22, 2020. http://hdl.handle.net/10919/24773.

MLA Handbook (7th Edition):

Jarrett, Jordan Alesa. “Performance Assessment of Seismic Resistant Steel Structures.” 2013. Web. 22 Jan 2020.

Vancouver:

Jarrett JA. Performance Assessment of Seismic Resistant Steel Structures. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10919/24773.

Council of Science Editors:

Jarrett JA. Performance Assessment of Seismic Resistant Steel Structures. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/24773


University of Central Florida

3. Minareci, Melike. A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems.

Degree: 2010, University of Central Florida

 Greenroof systems have been shown to be an environmentally friendly alternative based on various factors; such as, reduced lifecycle cost, improved air quality, ambient temperature… (more)

Subjects/Keywords: greenroof; greenroof construction; wind uplift; ASCE Code 7-05; Civil Engineering; Engineering

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APA (6th Edition):

Minareci, M. (2010). A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems. (Masters Thesis). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/4371

Chicago Manual of Style (16th Edition):

Minareci, Melike. “A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems.” 2010. Masters Thesis, University of Central Florida. Accessed January 22, 2020. https://stars.library.ucf.edu/etd/4371.

MLA Handbook (7th Edition):

Minareci, Melike. “A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems.” 2010. Web. 22 Jan 2020.

Vancouver:

Minareci M. A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems. [Internet] [Masters thesis]. University of Central Florida; 2010. [cited 2020 Jan 22]. Available from: https://stars.library.ucf.edu/etd/4371.

Council of Science Editors:

Minareci M. A Field Investigation For The Wind Load Performance Of Vegetated Greenroofs Using Monitoring Systems. [Masters Thesis]. University of Central Florida; 2010. Available from: https://stars.library.ucf.edu/etd/4371

4. Pfister, Sarah Catherine. Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies.

Degree: MSs (Engineering), EMC - Mechanical Engineering, 2019, Case Western Reserve University School of Graduate Studies

 A method for establishing external loads applied to a steel purlin in a solar panel canopy and calculating the resulting deflection, moment, and shear reactions… (more)

Subjects/Keywords: Alternative Energy; Mechanical Engineering; solar; purlin; steel; panels; canopy; structural design; ASCE 7-10

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APA (6th Edition):

Pfister, S. C. (2019). Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies. (Masters Thesis). Case Western Reserve University School of Graduate Studies. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1554374823205438

Chicago Manual of Style (16th Edition):

Pfister, Sarah Catherine. “Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies.” 2019. Masters Thesis, Case Western Reserve University School of Graduate Studies. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=case1554374823205438.

MLA Handbook (7th Edition):

Pfister, Sarah Catherine. “Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies.” 2019. Web. 22 Jan 2020.

Vancouver:

Pfister SC. Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies. [Internet] [Masters thesis]. Case Western Reserve University School of Graduate Studies; 2019. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1554374823205438.

Council of Science Editors:

Pfister SC. Preliminary Structural Optimization and Validation of Steel Purlins in Solar Canopies. [Masters Thesis]. Case Western Reserve University School of Graduate Studies; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1554374823205438


University of Cincinnati

5. Rahman, Muhammad Mostafijur. Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002).

Degree: MS, Engineering and Applied Science: Civil Engineering, 2017, University of Cincinnati

 In this study, the comparison of seismic design provisions in Bangladesh (BNBC-1993), India (IS-1893), and the U.S. (ASCE 7-10) in relation to analysis, design, and… (more)

Subjects/Keywords: Civil Engineering; ASCE 7-10; BNBC-1993; IS-1893; Building Code; Nonlinear Response History Analysis; Seismic Performance

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APA (6th Edition):

Rahman, M. M. (2017). Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002). (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952

Chicago Manual of Style (16th Edition):

Rahman, Muhammad Mostafijur. “Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002).” 2017. Masters Thesis, University of Cincinnati. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952.

MLA Handbook (7th Edition):

Rahman, Muhammad Mostafijur. “Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002).” 2017. Web. 22 Jan 2020.

Vancouver:

Rahman MM. Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002). [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952.

Council of Science Editors:

Rahman MM. Seismic Design of Reinforced Concrete Buildings Using Bangladesh National Building Code (BNBC 1993) and Comparison with Other Codes (ASCE 7-10 And IS 1893-2002). [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150487859306952


University of Colorado

6. DeBock, David Jared. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.

Degree: PhD, 2013, University of Colorado

  The essence of performance-based earthquake engineering (PBEE) is to design and assess structures to meet specific performance goals, rather than prescriptive requirements. This thesis… (more)

Subjects/Keywords: accidental torsion; asce 7; earthquake engineering; portfolio loss assessment; seismic risk; spatial correlations; Architectural Engineering; Civil Engineering

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APA (6th Edition):

DeBock, D. J. (2013). Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/463

Chicago Manual of Style (16th Edition):

DeBock, David Jared. “Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.” 2013. Doctoral Dissertation, University of Colorado. Accessed January 22, 2020. https://scholar.colorado.edu/cven_gradetds/463.

MLA Handbook (7th Edition):

DeBock, David Jared. “Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment.” 2013. Web. 22 Jan 2020.

Vancouver:

DeBock DJ. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. [Internet] [Doctoral dissertation]. University of Colorado; 2013. [cited 2020 Jan 22]. Available from: https://scholar.colorado.edu/cven_gradetds/463.

Council of Science Editors:

DeBock DJ. Advancements to Performance-Based Earthquake Engineering Methods: from Building Code Provisions to Regional Loss Assessment. [Doctoral Dissertation]. University of Colorado; 2013. Available from: https://scholar.colorado.edu/cven_gradetds/463

7. Jadhav, Sagar M. Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2013, University of Cincinnati

 The study focuses on the comparison of the American and Indian standards in relation to seismic design and analysis of reinforced concrete structures. Seismic provisions… (more)

Subjects/Keywords: Civil Engineering; ASCE 7; IS 1893; Nonlinear Response History Analysis; Seismic provisions; Ground motions

…72 7.1.1 Performance of structure designed as per ASCE 7 seismic provisions (Case 1… …79 A.1 Load calculation as per ASCE 7(Spreadsheet)… …164 C.6.1 Input file for structure designed as per ASCE 7 seismic provisions (Case 1… …10 Table 2-3 Site Class classification in IS 1893(2002) and ASCE 7-10… …x28;ASCE 7) DL = Dead Load (IS 1893) E = Elastic (Young's)… 

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APA (6th Edition):

Jadhav, S. M. (2013). Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368024755

Chicago Manual of Style (16th Edition):

Jadhav, Sagar M. “Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002.” 2013. Masters Thesis, University of Cincinnati. Accessed January 22, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368024755.

MLA Handbook (7th Edition):

Jadhav, Sagar M. “Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002.” 2013. Web. 22 Jan 2020.

Vancouver:

Jadhav SM. Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002. [Internet] [Masters thesis]. University of Cincinnati; 2013. [cited 2020 Jan 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368024755.

Council of Science Editors:

Jadhav SM. Comparative Study of Seismic Performance of Reinforced Concrete Buildings designed in accordance with the Seismic Provisions of ASCE 7-10 and IS 1893-2002. [Masters Thesis]. University of Cincinnati; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1368024755


University of Waterloo

8. Yuan, Xiaoli. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.

Degree: 2016, University of Waterloo

 The mid-rise building with vertical combination of framing systems consists of a structural system in which the seismic-force-resisting-system (SFRS) of the upper structure is commonly… (more)

Subjects/Keywords: Mid-Rise Building; Vertical Combination of Framing Systems; Mass and stiffness irregularities; Shear-force-amplification effect; Storey drift; Two-stage analysis procedure; Equivalent lateral force procedure; Non-classical damping; Equivalent modal damping ratio; ASCE 7; NBCC 2010

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APA (6th Edition):

Yuan, X. (2016). Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10114

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):

Yuan, Xiaoli. “Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.” 2016. Thesis, University of Waterloo. Accessed January 22, 2020. http://hdl.handle.net/10012/10114.

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

MLA Handbook (7th Edition):

Yuan, Xiaoli. “Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.” 2016. Web. 22 Jan 2020.

Vancouver:

Yuan X. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10012/10114.

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

Council of Science Editors:

Yuan X. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10114

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


University of Hawaii

9. McKamey, Jacob Edmund. Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast.

Degree: 2019, University of Hawaii

Subjects/Keywords: Civil engineering; ASCE 7-16 ch. 6; Cost Implications; Inundation; Mid-Rise Buildings; Tsunami; US Pacific Coast

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APA (6th Edition):

McKamey, J. E. (2019). Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast. (Thesis). University of Hawaii. Retrieved from http://hdl.handle.net/10125/63448

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):

McKamey, Jacob Edmund. “Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast.” 2019. Thesis, University of Hawaii. Accessed January 22, 2020. http://hdl.handle.net/10125/63448.

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

MLA Handbook (7th Edition):

McKamey, Jacob Edmund. “Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast.” 2019. Web. 22 Jan 2020.

Vancouver:

McKamey JE. Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast. [Internet] [Thesis]. University of Hawaii; 2019. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10125/63448.

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

Council of Science Editors:

McKamey JE. Cost Implications for Including Tsunami Design in Mid-Rise Buildings along the US Pacific Coast. [Thesis]. University of Hawaii; 2019. Available from: http://hdl.handle.net/10125/63448

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


Penn State University

10. Myers, Tanya L. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.

Degree: MS, Civil Engineering, 2009, Penn State University

 Buildings must be designed structurally for a fifty year wind speed according to the ASCE 7 Standard. Residential buildings in Pennsylvania currently must be designed… (more)

Subjects/Keywords: braced walls; shear walls; bracing; wind records; wind speeds; statistics; engineering; structural; residential; low; low rise; low rise buildings; wood construction; houses; housing; Wood frame construction; IRC 2006; 2006; International Residential Code; IRC; loads; lateral loads; wind; ASCE 7; gypsum walls; exterior walls; interior walls; structural panels; analytical model; rigid beam model; rigid plate model; extreme wind; wind engineering

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APA (6th Edition):

Myers, T. L. (2009). Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9604

Chicago Manual of Style (16th Edition):

Myers, Tanya L. “Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.” 2009. Masters Thesis, Penn State University. Accessed January 22, 2020. https://etda.libraries.psu.edu/catalog/9604.

MLA Handbook (7th Edition):

Myers, Tanya L. “Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.” 2009. Web. 22 Jan 2020.

Vancouver:

Myers TL. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 Jan 22]. Available from: https://etda.libraries.psu.edu/catalog/9604.

Council of Science Editors:

Myers TL. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9604


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

11. Χατζηνίκος, Κωνσταντίνος. Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους.

Degree: 2008, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Subjects/Keywords: Υαλοπετάσματα αλουμινίου; Δομικό αλουμίνιο; Ανεμομηχανική; Ευρωκώδικας 1-8-9; Καναδικός κανονισμός φορτίων ανέμου; Αμερικανικός κανονισμός φορτίων ανέμου; Σεισμικά φορτία; Finite element model; Structural aluminium; Wind engineering; Eurocode 1-8-9; ASCE 7-05; Seismic excitations

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APA (6th Edition):

Χατζηνίκος, . . (2008). Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/25443

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):

Χατζηνίκος, Κωνσταντίνος. “Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους.” 2008. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed January 22, 2020. http://hdl.handle.net/10442/hedi/25443.

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

MLA Handbook (7th Edition):

Χατζηνίκος, Κωνσταντίνος. “Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους.” 2008. Web. 22 Jan 2020.

Vancouver:

Χατζηνίκος . Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2008. [cited 2020 Jan 22]. Available from: http://hdl.handle.net/10442/hedi/25443.

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

Council of Science Editors:

Χατζηνίκος . Ανάπτυξη μεθοδολογίας αποτίμησης της αξιοπιστίας των υαλοπετασμάτων αλουμινίου με κριτήρια τη στατική τους επάρκεια και τη λειτουργικότητά τους. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2008. Available from: http://hdl.handle.net/10442/hedi/25443

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

.