Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Structural Engineering AND Mechanics). Showing records 1 – 30 of 4182 total matches.

[1] [2] [3] [4] [5] … [140]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of Cape Town

1. De Kock, Warrick. Finite element modelling of voided slab bridge decks using orthotropic plate theory.

Degree: Image, Civil Engineering, 2015, University of Cape Town

 Circular voids are often incorporated into concrete bridge decks to reduce their self-weight without greatly reducing the flexural stiffness. Incorporating voids within a slab offers… (more)

Subjects/Keywords: Civil Engineering; Structural Engineering and Mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

De Kock, W. (2015). Finite element modelling of voided slab bridge decks using orthotropic plate theory. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/24304

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):

De Kock, Warrick. “Finite element modelling of voided slab bridge decks using orthotropic plate theory.” 2015. Thesis, University of Cape Town. Accessed January 21, 2020. http://hdl.handle.net/11427/24304.

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

MLA Handbook (7th Edition):

De Kock, Warrick. “Finite element modelling of voided slab bridge decks using orthotropic plate theory.” 2015. Web. 21 Jan 2020.

Vancouver:

De Kock W. Finite element modelling of voided slab bridge decks using orthotropic plate theory. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/11427/24304.

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

Council of Science Editors:

De Kock W. Finite element modelling of voided slab bridge decks using orthotropic plate theory. [Thesis]. University of Cape Town; 2015. Available from: http://hdl.handle.net/11427/24304

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


University of Johannesburg

2. Human, Etienne. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.

Degree: 2012, University of Johannesburg

M.Phil.

“Failure is one of the unfortunate facts of life”. This is the very first statement in the book by Coetzee (1998). This statement is… (more)

Subjects/Keywords: Vibration; Structural dynamics; Structural analysis (Engineering); Mechanics, Applied; System failures (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Human, E. (2012). The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/5339

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):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Thesis, University of Johannesburg. Accessed January 21, 2020. http://hdl.handle.net/10210/5339.

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

MLA Handbook (7th Edition):

Human, Etienne. “The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis.” 2012. Web. 21 Jan 2020.

Vancouver:

Human E. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. [Internet] [Thesis]. University of Johannesburg; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10210/5339.

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

Council of Science Editors:

Human E. The feasibility of vibration analysis as a mechanism of failure analysis in failure investigations and root cause analysis. [Thesis]. University of Johannesburg; 2012. Available from: http://hdl.handle.net/10210/5339

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


Montana State University

3. Johnson, Maxim Gordon. Experimental and analytical investigation of masonry infill and confined masonry wall assemblies.

Degree: College of Engineering, 2017, Montana State University

 Masonry has the benefit of strength and ease of construction but lacks the ability to resist lateral forces due to its brittle nature. However, with… (more)

Subjects/Keywords: Buildings.; Masonry.; Structural analysis (Engineering).; Concrete construction.; Deformations (Mechanics).; Shear (Mechanics).

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Johnson, M. G. (2017). Experimental and analytical investigation of masonry infill and confined masonry wall assemblies. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/15066

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):

Johnson, Maxim Gordon. “Experimental and analytical investigation of masonry infill and confined masonry wall assemblies.” 2017. Thesis, Montana State University. Accessed January 21, 2020. https://scholarworks.montana.edu/xmlui/handle/1/15066.

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

MLA Handbook (7th Edition):

Johnson, Maxim Gordon. “Experimental and analytical investigation of masonry infill and confined masonry wall assemblies.” 2017. Web. 21 Jan 2020.

Vancouver:

Johnson MG. Experimental and analytical investigation of masonry infill and confined masonry wall assemblies. [Internet] [Thesis]. Montana State University; 2017. [cited 2020 Jan 21]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15066.

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

Council of Science Editors:

Johnson MG. Experimental and analytical investigation of masonry infill and confined masonry wall assemblies. [Thesis]. Montana State University; 2017. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15066

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


University of Arizona

4. Melvin, Dyan. Model Based Structural Monitoring of Plates using Kalman Filter .

Degree: 2016, University of Arizona

Structural health monitoring (SHM) is a quickly advancing field of study in civil engineering and recent advances in the field are in stark contrast to… (more)

Subjects/Keywords: Plates; Structural Health Monitoring; Civil Engineering and Engineering Mechanics; Kalman Filter

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Melvin, D. (2016). Model Based Structural Monitoring of Plates using Kalman Filter . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/621369

Chicago Manual of Style (16th Edition):

Melvin, Dyan. “Model Based Structural Monitoring of Plates using Kalman Filter .” 2016. Masters Thesis, University of Arizona. Accessed January 21, 2020. http://hdl.handle.net/10150/621369.

MLA Handbook (7th Edition):

Melvin, Dyan. “Model Based Structural Monitoring of Plates using Kalman Filter .” 2016. Web. 21 Jan 2020.

Vancouver:

Melvin D. Model Based Structural Monitoring of Plates using Kalman Filter . [Internet] [Masters thesis]. University of Arizona; 2016. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10150/621369.

Council of Science Editors:

Melvin D. Model Based Structural Monitoring of Plates using Kalman Filter . [Masters Thesis]. University of Arizona; 2016. Available from: http://hdl.handle.net/10150/621369


Michigan State University

5. Cai, Tingli. Vibration suppression in simple tension-aligned structures.

Degree: 2016, Michigan State University

Thesis Ph. D. Michigan State University. Mechanical Engineering 2016

Tension-aligned structures have been proposed for space-based antenna applications that require high degree of accuracy. This… (more)

Subjects/Keywords: Vibration; Damping (Mechanics); Structural control (Engineering); Mechanical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cai, T. (2016). Vibration suppression in simple tension-aligned structures. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:3871

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):

Cai, Tingli. “Vibration suppression in simple tension-aligned structures.” 2016. Thesis, Michigan State University. Accessed January 21, 2020. http://etd.lib.msu.edu/islandora/object/etd:3871.

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

MLA Handbook (7th Edition):

Cai, Tingli. “Vibration suppression in simple tension-aligned structures.” 2016. Web. 21 Jan 2020.

Vancouver:

Cai T. Vibration suppression in simple tension-aligned structures. [Internet] [Thesis]. Michigan State University; 2016. [cited 2020 Jan 21]. Available from: http://etd.lib.msu.edu/islandora/object/etd:3871.

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

Council of Science Editors:

Cai T. Vibration suppression in simple tension-aligned structures. [Thesis]. Michigan State University; 2016. Available from: http://etd.lib.msu.edu/islandora/object/etd:3871

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


Ryerson University

6. Waseem, Muhammad. Design and analysis of plate anchors in sand.

Degree: 2011, Ryerson University

 Plate anchors, as an efficient and reliable anchorage system, have been widely used to resist uplift forces produced by structures, such as transmission towers, offshore… (more)

Subjects/Keywords: Anchorage (Structural engineering)  – Testing; Materials  – Dynamic testing; Soil mechanics  – Testing; Loads (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Waseem, M. (2011). Design and analysis of plate anchors in sand. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6366

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):

Waseem, Muhammad. “Design and analysis of plate anchors in sand.” 2011. Thesis, Ryerson University. Accessed January 21, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A6366.

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

MLA Handbook (7th Edition):

Waseem, Muhammad. “Design and analysis of plate anchors in sand.” 2011. Web. 21 Jan 2020.

Vancouver:

Waseem M. Design and analysis of plate anchors in sand. [Internet] [Thesis]. Ryerson University; 2011. [cited 2020 Jan 21]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6366.

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

Council of Science Editors:

Waseem M. Design and analysis of plate anchors in sand. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6366

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


Columbia University

7. Arriaga e Cunha, Miguel Torre do Vale. Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization.

Degree: 2016, Columbia University

 Dynamic fracture of metals is a fascinating multiphysics-multiscale problem that often results in brittle and/or ductile fracture of structural components. Additionally, under high strain rates… (more)

Subjects/Keywords: Metals – Brittleness; Metals – Ductility; Viscoplasticity; Structural failures; Structural stability; Fracture mechanics; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Arriaga e Cunha, M. T. d. V. (2016). Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/D8RX9HPR

Chicago Manual of Style (16th Edition):

Arriaga e Cunha, Miguel Torre do Vale. “Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization.” 2016. Doctoral Dissertation, Columbia University. Accessed January 21, 2020. https://doi.org/10.7916/D8RX9HPR.

MLA Handbook (7th Edition):

Arriaga e Cunha, Miguel Torre do Vale. “Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization.” 2016. Web. 21 Jan 2020.

Vancouver:

Arriaga e Cunha MTdV. Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization. [Internet] [Doctoral dissertation]. Columbia University; 2016. [cited 2020 Jan 21]. Available from: https://doi.org/10.7916/D8RX9HPR.

Council of Science Editors:

Arriaga e Cunha MTdV. Stability Analysis of Metals Capturing Brittle and Ductile Fracture through a Phase Field Method and Shear Band Localization. [Doctoral Dissertation]. Columbia University; 2016. Available from: https://doi.org/10.7916/D8RX9HPR


Hong Kong University of Science and Technology

8. Jamshidi, Maziar CIVL. Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures.

Degree: 2018, Hong Kong University of Science and Technology

 In recent years, there has been a surge of interest in scavenging the mechanical energy from the ambient vibration induced by environmental disturbance. In the… (more)

Subjects/Keywords: Structural dynamics ; Measurement ; Mathematical models ; Structural analysis (Engineering) ; Electromagnetic devices ; Damping (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jamshidi, M. C. (2018). Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-92264 ; https://doi.org/10.14711/thesis-991012588466403412 ; http://repository.ust.hk/ir/bitstream/1783.1-92264/1/th_redirect.html

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):

Jamshidi, Maziar CIVL. “Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures.” 2018. Thesis, Hong Kong University of Science and Technology. Accessed January 21, 2020. http://repository.ust.hk/ir/Record/1783.1-92264 ; https://doi.org/10.14711/thesis-991012588466403412 ; http://repository.ust.hk/ir/bitstream/1783.1-92264/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Jamshidi, Maziar CIVL. “Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures.” 2018. Web. 21 Jan 2020.

Vancouver:

Jamshidi MC. Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2018. [cited 2020 Jan 21]. Available from: http://repository.ust.hk/ir/Record/1783.1-92264 ; https://doi.org/10.14711/thesis-991012588466403412 ; http://repository.ust.hk/ir/bitstream/1783.1-92264/1/th_redirect.html.

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

Council of Science Editors:

Jamshidi MC. Development of a new regenerative electromagnetic damper for vibration control of civil engineering structures. [Thesis]. Hong Kong University of Science and Technology; 2018. Available from: http://repository.ust.hk/ir/Record/1783.1-92264 ; https://doi.org/10.14711/thesis-991012588466403412 ; http://repository.ust.hk/ir/bitstream/1783.1-92264/1/th_redirect.html

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


The Ohio State University

9. Kraft, Leland M. Probability applications in soil engineering.

Degree: PhD, Graduate School, 1968, The Ohio State University

Subjects/Keywords: Engineering; Soil mechanics; Structural design

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kraft, L. M. (1968). Probability applications in soil engineering. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1486646311373281

Chicago Manual of Style (16th Edition):

Kraft, Leland M. “Probability applications in soil engineering.” 1968. Doctoral Dissertation, The Ohio State University. Accessed January 21, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486646311373281.

MLA Handbook (7th Edition):

Kraft, Leland M. “Probability applications in soil engineering.” 1968. Web. 21 Jan 2020.

Vancouver:

Kraft LM. Probability applications in soil engineering. [Internet] [Doctoral dissertation]. The Ohio State University; 1968. [cited 2020 Jan 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486646311373281.

Council of Science Editors:

Kraft LM. Probability applications in soil engineering. [Doctoral Dissertation]. The Ohio State University; 1968. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1486646311373281


University of Hong Kong

10. 魏勇; Wei, Yong. On fatigue failure prediction with damage mechanics: theory and application.

Degree: PhD, 1993, University of Hong Kong

published_or_final_version

Mechanical Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Fatigue.; Fracture mechanics.; Structural engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

魏勇; Wei, Y. (1993). On fatigue failure prediction with damage mechanics: theory and application. (Doctoral Dissertation). University of Hong Kong. Retrieved from Wei, Y. [魏勇]. (1993). On fatigue failure prediction with damage mechanics : theory and application. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123326 ; http://dx.doi.org/10.5353/th_b3123326 ; http://hdl.handle.net/10722/34268

Chicago Manual of Style (16th Edition):

魏勇; Wei, Yong. “On fatigue failure prediction with damage mechanics: theory and application.” 1993. Doctoral Dissertation, University of Hong Kong. Accessed January 21, 2020. Wei, Y. [魏勇]. (1993). On fatigue failure prediction with damage mechanics : theory and application. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123326 ; http://dx.doi.org/10.5353/th_b3123326 ; http://hdl.handle.net/10722/34268.

MLA Handbook (7th Edition):

魏勇; Wei, Yong. “On fatigue failure prediction with damage mechanics: theory and application.” 1993. Web. 21 Jan 2020.

Vancouver:

魏勇; Wei Y. On fatigue failure prediction with damage mechanics: theory and application. [Internet] [Doctoral dissertation]. University of Hong Kong; 1993. [cited 2020 Jan 21]. Available from: Wei, Y. [魏勇]. (1993). On fatigue failure prediction with damage mechanics : theory and application. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123326 ; http://dx.doi.org/10.5353/th_b3123326 ; http://hdl.handle.net/10722/34268.

Council of Science Editors:

魏勇; Wei Y. On fatigue failure prediction with damage mechanics: theory and application. [Doctoral Dissertation]. University of Hong Kong; 1993. Available from: Wei, Y. [魏勇]. (1993). On fatigue failure prediction with damage mechanics : theory and application. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3123326 ; http://dx.doi.org/10.5353/th_b3123326 ; http://hdl.handle.net/10722/34268


University of Tasmania

11. Kjar, AR. An approach to structural analysis.

Degree: 1968, University of Tasmania

 The purpose of this thesis is to present to the engineering profession a method of structural analysis which is peculiarly suited to the way engineers… (more)

Subjects/Keywords: Structural analysis (Engineering); Deformations (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kjar, A. (1968). An approach to structural analysis. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/20135/1/whole_KjarAnthonyR1968_thesis.pdf

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):

Kjar, AR. “An approach to structural analysis.” 1968. Thesis, University of Tasmania. Accessed January 21, 2020. https://eprints.utas.edu.au/20135/1/whole_KjarAnthonyR1968_thesis.pdf.

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

MLA Handbook (7th Edition):

Kjar, AR. “An approach to structural analysis.” 1968. Web. 21 Jan 2020.

Vancouver:

Kjar A. An approach to structural analysis. [Internet] [Thesis]. University of Tasmania; 1968. [cited 2020 Jan 21]. Available from: https://eprints.utas.edu.au/20135/1/whole_KjarAnthonyR1968_thesis.pdf.

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

Council of Science Editors:

Kjar A. An approach to structural analysis. [Thesis]. University of Tasmania; 1968. Available from: https://eprints.utas.edu.au/20135/1/whole_KjarAnthonyR1968_thesis.pdf

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


University of British Columbia

12. Charlwood, Robin Gurney. Lateral stability of glulam arches .

Degree: 1968, University of British Columbia

 The lateral buckling of two hinged glulam parabolic arches of rectangular cross-section with laterally restrained top edges is investigated. The problem is formulated using the… (more)

Subjects/Keywords: Buckling (Mechanics); Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Charlwood, R. G. (1968). Lateral stability of glulam arches . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/36030

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):

Charlwood, Robin Gurney. “Lateral stability of glulam arches .” 1968. Thesis, University of British Columbia. Accessed January 21, 2020. http://hdl.handle.net/2429/36030.

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

MLA Handbook (7th Edition):

Charlwood, Robin Gurney. “Lateral stability of glulam arches .” 1968. Web. 21 Jan 2020.

Vancouver:

Charlwood RG. Lateral stability of glulam arches . [Internet] [Thesis]. University of British Columbia; 1968. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2429/36030.

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

Council of Science Editors:

Charlwood RG. Lateral stability of glulam arches . [Thesis]. University of British Columbia; 1968. Available from: http://hdl.handle.net/2429/36030

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


Oklahoma State University

13. Podichetty, Jagdeep Thribhuvan. Effect of Fluid Flow on Structural Deformation of Porous Scaffolds.

Degree: School of Chemical Engineering, 2011, Oklahoma State University

 Utilization of bioreactors to regenerate tissues outside the body has been intensely investigated in functional tissue engineering. Various studies have been performed with the help… (more)

Subjects/Keywords: bioreactors; flow-through; parallel-flow; poisson's ratio; structural mechanics; tissue engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Podichetty, J. T. (2011). Effect of Fluid Flow on Structural Deformation of Porous Scaffolds. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/9657

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):

Podichetty, Jagdeep Thribhuvan. “Effect of Fluid Flow on Structural Deformation of Porous Scaffolds.” 2011. Thesis, Oklahoma State University. Accessed January 21, 2020. http://hdl.handle.net/11244/9657.

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

MLA Handbook (7th Edition):

Podichetty, Jagdeep Thribhuvan. “Effect of Fluid Flow on Structural Deformation of Porous Scaffolds.” 2011. Web. 21 Jan 2020.

Vancouver:

Podichetty JT. Effect of Fluid Flow on Structural Deformation of Porous Scaffolds. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/11244/9657.

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

Council of Science Editors:

Podichetty JT. Effect of Fluid Flow on Structural Deformation of Porous Scaffolds. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/9657

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


University of British Columbia

14. Egerup, Arne Ryden. Lateral stability of two-and three-hinged glulam arches .

Degree: 1972, University of British Columbia

 This thesis presents the results of a theoretical and experimental study of the lateral buckling of two- and three-hinged arches of rectangular cross-section with laterally… (more)

Subjects/Keywords: Buckling (Mechanics); Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Egerup, A. R. (1972). Lateral stability of two-and three-hinged glulam arches . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/33335

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):

Egerup, Arne Ryden. “Lateral stability of two-and three-hinged glulam arches .” 1972. Thesis, University of British Columbia. Accessed January 21, 2020. http://hdl.handle.net/2429/33335.

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

MLA Handbook (7th Edition):

Egerup, Arne Ryden. “Lateral stability of two-and three-hinged glulam arches .” 1972. Web. 21 Jan 2020.

Vancouver:

Egerup AR. Lateral stability of two-and three-hinged glulam arches . [Internet] [Thesis]. University of British Columbia; 1972. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2429/33335.

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

Council of Science Editors:

Egerup AR. Lateral stability of two-and three-hinged glulam arches . [Thesis]. University of British Columbia; 1972. Available from: http://hdl.handle.net/2429/33335

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


University of Arizona

15. Hansen, Stanley Dee, 1934-. Analysis of structural systems having large deflections .

Degree: 1965, University of Arizona

Subjects/Keywords: Structural analysis (Engineering); Deformations (Mechanics)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hansen, Stanley Dee, 1. (1965). Analysis of structural systems having large deflections . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318437

Chicago Manual of Style (16th Edition):

Hansen, Stanley Dee, 1934-. “Analysis of structural systems having large deflections .” 1965. Masters Thesis, University of Arizona. Accessed January 21, 2020. http://hdl.handle.net/10150/318437.

MLA Handbook (7th Edition):

Hansen, Stanley Dee, 1934-. “Analysis of structural systems having large deflections .” 1965. Web. 21 Jan 2020.

Vancouver:

Hansen, Stanley Dee 1. Analysis of structural systems having large deflections . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10150/318437.

Council of Science Editors:

Hansen, Stanley Dee 1. Analysis of structural systems having large deflections . [Masters Thesis]. University of Arizona; 1965. Available from: http://hdl.handle.net/10150/318437


Utah State University

16. Gardner, Trevor. Wireless Power Transfer Roadway Integration.

Degree: MS, Civil and Environmental Engineering, 2017, Utah State University

  Electric vehicles represent a major accomplishment in the energy and transportation industry. Unfortunately, they are restricted to a small travel range because of limited… (more)

Subjects/Keywords: wireless; power; transfer; roadway; integration; Civil and Environmental Engineering; Engineering Mechanics; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gardner, T. (2017). Wireless Power Transfer Roadway Integration. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/6866

Chicago Manual of Style (16th Edition):

Gardner, Trevor. “Wireless Power Transfer Roadway Integration.” 2017. Masters Thesis, Utah State University. Accessed January 21, 2020. https://digitalcommons.usu.edu/etd/6866.

MLA Handbook (7th Edition):

Gardner, Trevor. “Wireless Power Transfer Roadway Integration.” 2017. Web. 21 Jan 2020.

Vancouver:

Gardner T. Wireless Power Transfer Roadway Integration. [Internet] [Masters thesis]. Utah State University; 2017. [cited 2020 Jan 21]. Available from: https://digitalcommons.usu.edu/etd/6866.

Council of Science Editors:

Gardner T. Wireless Power Transfer Roadway Integration. [Masters Thesis]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/6866

17. Mcclelland, Charles. Asymmetric Blade Spar for Passive Aerodynamic Load Control.

Degree: MSin Mechanical Engineering (M.S.M.E.), Mechanical Engineering, 2013, U of Massachusetts : Masters

  Asymmetric bending is explored as a means of inducing bend-twist coupling in an isotropic, fixed-wing airfoil. An analytical model describing the bend-twist coupling behavior… (more)

Subjects/Keywords: bend-twist coupling; aerodynamic load mitigation; structural mechanics; asymmetric bending; wind turbine blades; Aerodynamics and Fluid Mechanics; Applied Mechanics; Computer-Aided Engineering and Design; Engineering Mechanics; Structures and Materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mcclelland, C. (2013). Asymmetric Blade Spar for Passive Aerodynamic Load Control. (Masters Thesis). U of Massachusetts : Masters. Retrieved from http://scholarworks.umass.edu/theses/1136

Chicago Manual of Style (16th Edition):

Mcclelland, Charles. “Asymmetric Blade Spar for Passive Aerodynamic Load Control.” 2013. Masters Thesis, U of Massachusetts : Masters. Accessed January 21, 2020. http://scholarworks.umass.edu/theses/1136.

MLA Handbook (7th Edition):

Mcclelland, Charles. “Asymmetric Blade Spar for Passive Aerodynamic Load Control.” 2013. Web. 21 Jan 2020.

Vancouver:

Mcclelland C. Asymmetric Blade Spar for Passive Aerodynamic Load Control. [Internet] [Masters thesis]. U of Massachusetts : Masters; 2013. [cited 2020 Jan 21]. Available from: http://scholarworks.umass.edu/theses/1136.

Council of Science Editors:

Mcclelland C. Asymmetric Blade Spar for Passive Aerodynamic Load Control. [Masters Thesis]. U of Massachusetts : Masters; 2013. Available from: http://scholarworks.umass.edu/theses/1136

18. Mohamad, Noridah. The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall.

Degree: PhD, Fakulti Kejuruteraan Awam, 2010, Universiti Teknologi Malaysia

 Affordable quality housing is vital in developing countries to meet its growing population. Development of a new cost effective system is crucial to fulfill these… (more)

Subjects/Keywords: TA401-492 Materials of engineering and construction. Mechanics of materials; TA630-695 Structural engineering (General)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mohamad, N. (2010). The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall. (Doctoral Dissertation). Universiti Teknologi Malaysia. Retrieved from http://eprints.uthm.edu.my/2716/

Chicago Manual of Style (16th Edition):

Mohamad, Noridah. “The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall.” 2010. Doctoral Dissertation, Universiti Teknologi Malaysia. Accessed January 21, 2020. http://eprints.uthm.edu.my/2716/.

MLA Handbook (7th Edition):

Mohamad, Noridah. “The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall.” 2010. Web. 21 Jan 2020.

Vancouver:

Mohamad N. The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall. [Internet] [Doctoral dissertation]. Universiti Teknologi Malaysia; 2010. [cited 2020 Jan 21]. Available from: http://eprints.uthm.edu.my/2716/.

Council of Science Editors:

Mohamad N. The structural behaviour of precast lightweight foamed concrete sandwich panel as a load bearing wall. [Doctoral Dissertation]. Universiti Teknologi Malaysia; 2010. Available from: http://eprints.uthm.edu.my/2716/

19. Qadir Bux @ Imran Latif, Qadir Bux @ Imran Latif. Critical impact energy for local impact damage of hard projectile on concrete slab.

Degree: PhD, Fakulti Kejuruteraan Awam dan Alam Sekitar, 2012, Universiti Tun Hussein Onn Malaysia

 Concrete is a common construction material used to build conventional, unconventional, and sensitive structures. Great demand exists for efficient designing of concrete as protective structures… (more)

Subjects/Keywords: TA401-492 Materials of engineering and construction. Mechanics of materials; TA630-695 Structural engineering (General)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Qadir Bux @ Imran Latif, Q. B. @. I. L. (2012). Critical impact energy for local impact damage of hard projectile on concrete slab. (Doctoral Dissertation). Universiti Tun Hussein Onn Malaysia. Retrieved from http://eprints.uthm.edu.my/2933/

Chicago Manual of Style (16th Edition):

Qadir Bux @ Imran Latif, Qadir Bux @ Imran Latif. “Critical impact energy for local impact damage of hard projectile on concrete slab.” 2012. Doctoral Dissertation, Universiti Tun Hussein Onn Malaysia. Accessed January 21, 2020. http://eprints.uthm.edu.my/2933/.

MLA Handbook (7th Edition):

Qadir Bux @ Imran Latif, Qadir Bux @ Imran Latif. “Critical impact energy for local impact damage of hard projectile on concrete slab.” 2012. Web. 21 Jan 2020.

Vancouver:

Qadir Bux @ Imran Latif [email protected] Critical impact energy for local impact damage of hard projectile on concrete slab. [Internet] [Doctoral dissertation]. Universiti Tun Hussein Onn Malaysia; 2012. [cited 2020 Jan 21]. Available from: http://eprints.uthm.edu.my/2933/.

Council of Science Editors:

Qadir Bux @ Imran Latif [email protected] Critical impact energy for local impact damage of hard projectile on concrete slab. [Doctoral Dissertation]. Universiti Tun Hussein Onn Malaysia; 2012. Available from: http://eprints.uthm.edu.my/2933/


University of New Mexico

20. Mena Ortiz, Jose A. High Performance Computing Applied to Structural Analysis of Concrete Structures.

Degree: Civil Engineering, 2016, University of New Mexico

  Continuum mechanics models are the main tool in structural analysis. Due to their continuity assumption, some of them do not predict accurately the behavior… (more)

Subjects/Keywords: Structural Engineering; Peridynamics; Computational Mechanics; High Performance Computing; Concrete analysis; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mena Ortiz, J. A. (2016). High Performance Computing Applied to Structural Analysis of Concrete Structures. (Masters Thesis). University of New Mexico. Retrieved from https://digitalrepository.unm.edu/ce_etds/145

Chicago Manual of Style (16th Edition):

Mena Ortiz, Jose A. “High Performance Computing Applied to Structural Analysis of Concrete Structures.” 2016. Masters Thesis, University of New Mexico. Accessed January 21, 2020. https://digitalrepository.unm.edu/ce_etds/145.

MLA Handbook (7th Edition):

Mena Ortiz, Jose A. “High Performance Computing Applied to Structural Analysis of Concrete Structures.” 2016. Web. 21 Jan 2020.

Vancouver:

Mena Ortiz JA. High Performance Computing Applied to Structural Analysis of Concrete Structures. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2020 Jan 21]. Available from: https://digitalrepository.unm.edu/ce_etds/145.

Council of Science Editors:

Mena Ortiz JA. High Performance Computing Applied to Structural Analysis of Concrete Structures. [Masters Thesis]. University of New Mexico; 2016. Available from: https://digitalrepository.unm.edu/ce_etds/145


University of Colorado

21. Lawry, Matthew W. A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena.

Degree: PhD, 2016, University of Colorado

 This thesis introduces a comprehensive computational methodology for the topology optimization of contact problems, which is relevant to a broad range of engineering applications. The… (more)

Subjects/Keywords: computational contact mechanics; level set methods; structural optimization; topology optimization; XFEM; Aerospace Engineering; Mechanical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lawry, M. W. (2016). A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/asen_gradetds/186

Chicago Manual of Style (16th Edition):

Lawry, Matthew W. “A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena.” 2016. Doctoral Dissertation, University of Colorado. Accessed January 21, 2020. https://scholar.colorado.edu/asen_gradetds/186.

MLA Handbook (7th Edition):

Lawry, Matthew W. “A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena.” 2016. Web. 21 Jan 2020.

Vancouver:

Lawry MW. A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2020 Jan 21]. Available from: https://scholar.colorado.edu/asen_gradetds/186.

Council of Science Editors:

Lawry MW. A Topology Optimization Method for Structural Designs Reliant on Contact Phenomena. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/asen_gradetds/186


University of New Orleans

22. Koyyapu, Naresh Kumar. Numerical Computation of Transient Response of 2D Wedge Impact.

Degree: MS, Naval Architecture and Marine Engineering, 2016, University of New Orleans

  The diverse applications of advanced marine craft ascribed to their high speed and technological advancements has led to the use of stronger and lighter… (more)

Subjects/Keywords: wedge; impact; planing hulls; slamming; deflection; hydrodynamic force; Applied Mechanics; Ocean Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Koyyapu, N. K. (2016). Numerical Computation of Transient Response of 2D Wedge Impact. (Thesis). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/2260

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):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Thesis, University of New Orleans. Accessed January 21, 2020. https://scholarworks.uno.edu/td/2260.

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

MLA Handbook (7th Edition):

Koyyapu, Naresh Kumar. “Numerical Computation of Transient Response of 2D Wedge Impact.” 2016. Web. 21 Jan 2020.

Vancouver:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Internet] [Thesis]. University of New Orleans; 2016. [cited 2020 Jan 21]. Available from: https://scholarworks.uno.edu/td/2260.

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

Council of Science Editors:

Koyyapu NK. Numerical Computation of Transient Response of 2D Wedge Impact. [Thesis]. University of New Orleans; 2016. Available from: https://scholarworks.uno.edu/td/2260

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


Michigan State University

23. Hou, Fang. Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model.

Degree: 2014, Michigan State University

Thesis Ph. D. Michigan State University. Engineering Mechanics 2014.

With the extensive application of fiber-reinforced composite laminates in industry, research on the fracture mechanisms of… (more)

Subjects/Keywords: Digital image correlation; Laminated materials; Fibrous composites; Fracture mechanics; Structural analysis (Engineering); Mechanical engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hou, F. (2014). Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model. (Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:2352

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):

Hou, Fang. “Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model.” 2014. Thesis, Michigan State University. Accessed January 21, 2020. http://etd.lib.msu.edu/islandora/object/etd:2352.

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

MLA Handbook (7th Edition):

Hou, Fang. “Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model.” 2014. Web. 21 Jan 2020.

Vancouver:

Hou F. Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model. [Internet] [Thesis]. Michigan State University; 2014. [cited 2020 Jan 21]. Available from: http://etd.lib.msu.edu/islandora/object/etd:2352.

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

Council of Science Editors:

Hou F. Investigation of translaminar fracture in fibrereinforced composite laminates – applicability of linear elastic fracture mechanics and cohesive-zone model. [Thesis]. Michigan State University; 2014. Available from: http://etd.lib.msu.edu/islandora/object/etd:2352

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


University of Western Australia

24. Richardson, Mark Damian. Dynamically installed anchors for floating offshore structures.

Degree: PhD, 2008, University of Western Australia

The gradual depletion of shallow water hydrocarbon deposits has forced the offshore oil and gas industry to develop reserves in deeper waters. Dynamically installed anchors… (more)

Subjects/Keywords: Anchorage (Structural engineering); Offshore structures; Offshore structures; Structural analysis (Engineering); Soil mechanics; Floating structures; Offshore foundation; Anchors

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Richardson, M. D. (2008). Dynamically installed anchors for floating offshore structures. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=10597&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Richardson, Mark Damian. “Dynamically installed anchors for floating offshore structures.” 2008. Doctoral Dissertation, University of Western Australia. Accessed January 21, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=10597&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Richardson, Mark Damian. “Dynamically installed anchors for floating offshore structures.” 2008. Web. 21 Jan 2020.

Vancouver:

Richardson MD. Dynamically installed anchors for floating offshore structures. [Internet] [Doctoral dissertation]. University of Western Australia; 2008. [cited 2020 Jan 21]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=10597&local_base=GEN01-INS01.

Council of Science Editors:

Richardson MD. Dynamically installed anchors for floating offshore structures. [Doctoral Dissertation]. University of Western Australia; 2008. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=10597&local_base=GEN01-INS01


University of Western Ontario

25. Huang, Yifan. Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens.

Degree: 2016, University of Western Ontario

 The fracture toughness resistance curve, i.e. the J-integral resistance curve (J-R curve) or the crack tip opening displacement resistance (CTOD-R) curves, is widely used in… (more)

Subjects/Keywords: Pipeline; Fracture toughness; J-integral; Crack tip opening displacement (CTOD); Finite element analyses; SE(T) specimen; Applied Mechanics; Civil Engineering; Engineering Mechanics; Structural Engineering; Structural Materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Huang, Y. (2016). Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4102

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):

Huang, Yifan. “Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens.” 2016. Thesis, University of Western Ontario. Accessed January 21, 2020. https://ir.lib.uwo.ca/etd/4102.

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

MLA Handbook (7th Edition):

Huang, Yifan. “Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens.” 2016. Web. 21 Jan 2020.

Vancouver:

Huang Y. Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2020 Jan 21]. Available from: https://ir.lib.uwo.ca/etd/4102.

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

Council of Science Editors:

Huang Y. Numerical Studies for Improving Fracture Toughness Resistance Curve Testing Using Single-Edge (Notched) Tension Specimens. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/4102

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


University of Pennsylvania

26. Springman, Richard M. Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells.

Degree: 2009, University of Pennsylvania

 A theoretical model is analyzed to investigate the adhesion of thin shell structures to both rigid and deformable substrates under a variety of surface conditions.… (more)

Subjects/Keywords: adhesion; shell theory; contact; mechanics; wafer; cell; Applied Mechanics; Biomechanical Engineering; Biophysics; Molecular, Cellular, and Tissue Engineering; Numerical Analysis and Computation; Other Biochemistry, Biophysics, and Structural Biology; Structural Biology; Tribology

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Springman, R. M. (2009). Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells. (Thesis). University of Pennsylvania. Retrieved from https://repository.upenn.edu/edissertations/4

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):

Springman, Richard M. “Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells.” 2009. Thesis, University of Pennsylvania. Accessed January 21, 2020. https://repository.upenn.edu/edissertations/4.

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

MLA Handbook (7th Edition):

Springman, Richard M. “Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells.” 2009. Web. 21 Jan 2020.

Vancouver:

Springman RM. Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells. [Internet] [Thesis]. University of Pennsylvania; 2009. [cited 2020 Jan 21]. Available from: https://repository.upenn.edu/edissertations/4.

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

Council of Science Editors:

Springman RM. Mechanical and Chemical Effects in Adhesion of Thin Shell Structures with Applications in Wafer Bonding and Adhesion of Living Cells. [Thesis]. University of Pennsylvania; 2009. Available from: https://repository.upenn.edu/edissertations/4

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


Portland State University

27. Stephens, Max Taylor. Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System.

Degree: MS(M.S.) in Civil & Environmental Engineering, Environmental Engineering, 2011, Portland State University

  Shear links are used as fuse elements in lateral load resisting systems to provide ductility and dissipate seismic energy. These links have traditionally been… (more)

Subjects/Keywords: Linked column frame system; Sandwich plate; Shear link; Shear (Mechanics); Buckling (Mechanics); Plates (Engineering); Structural stability  – Mathematical models

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Stephens, M. T. (2011). Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System. (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/579

Chicago Manual of Style (16th Edition):

Stephens, Max Taylor. “Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System.” 2011. Masters Thesis, Portland State University. Accessed January 21, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/579.

MLA Handbook (7th Edition):

Stephens, Max Taylor. “Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System.” 2011. Web. 21 Jan 2020.

Vancouver:

Stephens MT. Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System. [Internet] [Masters thesis]. Portland State University; 2011. [cited 2020 Jan 21]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/579.

Council of Science Editors:

Stephens MT. Numerical and Experimental Analysis of Composite Sandwich Links for the LCF System. [Masters Thesis]. Portland State University; 2011. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/579


University of Tennessee – Knoxville

28. Pu, Chao. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.

Degree: 2015, University of Tennessee – Knoxville

 A number of computational methodologies have been developed to investigate the deformation and damage mechanism of various structural materials at different length scale and under… (more)

Subjects/Keywords: Finite Element Method; Crystal Plasticity; Cohesive Zone Model; Creep Fatigue; simulation; Engineering Mechanics; Mechanics of Materials; Nanoscience and Nanotechnology; Structural Materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pu, C. (2015). Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/3601

Chicago Manual of Style (16th Edition):

Pu, Chao. “Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.” 2015. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed January 21, 2020. https://trace.tennessee.edu/utk_graddiss/3601.

MLA Handbook (7th Edition):

Pu, Chao. “Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys.” 2015. Web. 21 Jan 2020.

Vancouver:

Pu C. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2015. [cited 2020 Jan 21]. Available from: https://trace.tennessee.edu/utk_graddiss/3601.

Council of Science Editors:

Pu C. Failure Simulations at Multiple Length Scales in High Temperature Structural Alloys. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2015. Available from: https://trace.tennessee.edu/utk_graddiss/3601


University of Arizona

29. BHASHYAM, GRAMA RAMASWAMY. AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS.

Degree: 1983, University of Arizona

 A finite element formulation for the shear-deformable analysis of beams, plates and shells, based on a strain energy expression defined in terms of total and… (more)

Subjects/Keywords: Deformations (Mechanics); Shear (Mechanics); Structural analysis (Engineering)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

BHASHYAM, G. R. (1983). AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/187548

Chicago Manual of Style (16th Edition):

BHASHYAM, GRAMA RAMASWAMY. “AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS. ” 1983. Doctoral Dissertation, University of Arizona. Accessed January 21, 2020. http://hdl.handle.net/10150/187548.

MLA Handbook (7th Edition):

BHASHYAM, GRAMA RAMASWAMY. “AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS. ” 1983. Web. 21 Jan 2020.

Vancouver:

BHASHYAM GR. AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS. [Internet] [Doctoral dissertation]. University of Arizona; 1983. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10150/187548.

Council of Science Editors:

BHASHYAM GR. AN APPROACH TO THE INCLUSION OF TRANSVERSE SHEAR DEFORMATION IN FINITE ELEMENT ANALYSIS. [Doctoral Dissertation]. University of Arizona; 1983. Available from: http://hdl.handle.net/10150/187548


Cal Poly

30. Kim, Joun S. A Comparison Study of Composite Laminated Plates With Holes Under Tension.

Degree: MS, Aerospace Engineering, 2017, Cal Poly

  A Comparison Study of Composite Laminated Plates with Holes under Tension A study was conducted to quantify the accuracy of numerical approximations to deem… (more)

Subjects/Keywords: Composites; Finite Element Analysis; Tensile Tests; Holes in Plates; Engineering Mechanics; Mechanics of Materials; Structural Materials; Structures and Materials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kim, J. S. (2017). A Comparison Study of Composite Laminated Plates With Holes Under Tension. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/1895 ; 10.15368/theses.2018.88

Chicago Manual of Style (16th Edition):

Kim, Joun S. “A Comparison Study of Composite Laminated Plates With Holes Under Tension.” 2017. Masters Thesis, Cal Poly. Accessed January 21, 2020. https://digitalcommons.calpoly.edu/theses/1895 ; 10.15368/theses.2018.88.

MLA Handbook (7th Edition):

Kim, Joun S. “A Comparison Study of Composite Laminated Plates With Holes Under Tension.” 2017. Web. 21 Jan 2020.

Vancouver:

Kim JS. A Comparison Study of Composite Laminated Plates With Holes Under Tension. [Internet] [Masters thesis]. Cal Poly; 2017. [cited 2020 Jan 21]. Available from: https://digitalcommons.calpoly.edu/theses/1895 ; 10.15368/theses.2018.88.

Council of Science Editors:

Kim JS. A Comparison Study of Composite Laminated Plates With Holes Under Tension. [Masters Thesis]. Cal Poly; 2017. Available from: https://digitalcommons.calpoly.edu/theses/1895 ; 10.15368/theses.2018.88

[1] [2] [3] [4] [5] … [140]

.