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You searched for subject:(structural mechanics). Showing records 1 – 30 of 396 total matches.

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University of Colorado

1. Pope, David. Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA.

Degree: MS, Aerospace Engineering Sciences, 2015, University of Colorado

  Fluid Structure Interaction problems are an important multi-physics phenomenon in the design of aerospace vehicles and other engineering applications. A variety of computational fluid… (more)

Subjects/Keywords: ALE; Structural Equations; Aerodynamics and Fluid Mechanics

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APA (6th Edition):

Pope, D. (2015). Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA. (Masters Thesis). University of Colorado. Retrieved from http://scholar.colorado.edu/asen_gradetds/109

Chicago Manual of Style (16th Edition):

Pope, David. “Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA.” 2015. Masters Thesis, University of Colorado. Accessed December 08, 2019. http://scholar.colorado.edu/asen_gradetds/109.

MLA Handbook (7th Edition):

Pope, David. “Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA.” 2015. Web. 08 Dec 2019.

Vancouver:

Pope D. Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2019 Dec 08]. Available from: http://scholar.colorado.edu/asen_gradetds/109.

Council of Science Editors:

Pope D. Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA. [Masters Thesis]. University of Colorado; 2015. Available from: http://scholar.colorado.edu/asen_gradetds/109


Universiteit Utrecht

2. Schoutsen, V.C.M. Worldly Structures.

Degree: 2012, Universiteit Utrecht

 The position of structural realism is investigated and defended. A fitting metaphysics is found, notably in the work of Lyre. By using a bundle theory… (more)

Subjects/Keywords: Structural Realism; Ontology; Metaphysics; Quantum Mechanics; Bohm

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APA (6th Edition):

Schoutsen, V. C. M. (2012). Worldly Structures. (Masters Thesis). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/253307

Chicago Manual of Style (16th Edition):

Schoutsen, V C M. “Worldly Structures.” 2012. Masters Thesis, Universiteit Utrecht. Accessed December 08, 2019. http://dspace.library.uu.nl:8080/handle/1874/253307.

MLA Handbook (7th Edition):

Schoutsen, V C M. “Worldly Structures.” 2012. Web. 08 Dec 2019.

Vancouver:

Schoutsen VCM. Worldly Structures. [Internet] [Masters thesis]. Universiteit Utrecht; 2012. [cited 2019 Dec 08]. Available from: http://dspace.library.uu.nl:8080/handle/1874/253307.

Council of Science Editors:

Schoutsen VCM. Worldly Structures. [Masters Thesis]. Universiteit Utrecht; 2012. Available from: http://dspace.library.uu.nl:8080/handle/1874/253307


University of Cape Town

3. 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

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

De Kock W. Finite element modelling of voided slab bridge decks using orthotropic plate theory. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2019 Dec 08]. 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

4. Lee, Chun Hean. Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics.

Degree: PhD, 2012, Swansea University

 Over the past few decades, dynamic solid mechanics has become a major field of interest in industrial applications involving crash simulation, impact problems, forging and… (more)

Subjects/Keywords: 624.1; Structural dynamics; Lagrangian functions; Mechanics

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APA (6th Edition):

Lee, C. H. (2012). Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics. (Doctoral Dissertation). Swansea University. Retrieved from https://cronfa.swan.ac.uk/Record/cronfa42726 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678409

Chicago Manual of Style (16th Edition):

Lee, Chun Hean. “Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics.” 2012. Doctoral Dissertation, Swansea University. Accessed December 08, 2019. https://cronfa.swan.ac.uk/Record/cronfa42726 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678409.

MLA Handbook (7th Edition):

Lee, Chun Hean. “Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics.” 2012. Web. 08 Dec 2019.

Vancouver:

Lee CH. Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics. [Internet] [Doctoral dissertation]. Swansea University; 2012. [cited 2019 Dec 08]. Available from: https://cronfa.swan.ac.uk/Record/cronfa42726 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678409.

Council of Science Editors:

Lee CH. Development of a cell centred upwind finite volume algorithm for a new conservation law formulation in structural dynamics. [Doctoral Dissertation]. Swansea University; 2012. Available from: https://cronfa.swan.ac.uk/Record/cronfa42726 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.678409


Montana State University

5. Seifert, Neil Jordan. Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal.

Degree: College of Letters & Science, 2019, Montana State University

 The Himalaya are dominated by laterally continuous, range-parallel thrust faults and less frequent extensional structures such as the South Tibetan Detachment system. Recent discovery of… (more)

Subjects/Keywords: Faults (Geology).; Geology, Structural.; Deformations (Mechanics).

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APA (6th Edition):

Seifert, N. J. (2019). Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/15597

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):

Seifert, Neil Jordan. “Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal.” 2019. Thesis, Montana State University. Accessed December 08, 2019. https://scholarworks.montana.edu/xmlui/handle/1/15597.

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

MLA Handbook (7th Edition):

Seifert, Neil Jordan. “Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal.” 2019. Web. 08 Dec 2019.

Vancouver:

Seifert NJ. Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal. [Internet] [Thesis]. Montana State University; 2019. [cited 2019 Dec 08]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15597.

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

Council of Science Editors:

Seifert NJ. Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal. [Thesis]. Montana State University; 2019. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15597

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


Montana State University

6. 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).

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Johnson MG. Experimental and analytical investigation of masonry infill and confined masonry wall assemblies. [Internet] [Thesis]. Montana State University; 2017. [cited 2019 Dec 08]. 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 Johannesburg

7. 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)

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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 December 08, 2019. 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. 08 Dec 2019.

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 2019 Dec 08]. 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


Ryerson University

8. 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)

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Waseem M. Design and analysis of plate anchors in sand. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Dec 08]. 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


University of Arizona

9. Qashu, Riyad K. FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES .

Degree: 1980, University of Arizona

Subjects/Keywords: Structural frames.; Deformations (Mechanics); Buckling (Mechanics)

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APA (6th Edition):

Qashu, R. K. (1980). FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/298672

Chicago Manual of Style (16th Edition):

Qashu, Riyad K. “FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES .” 1980. Doctoral Dissertation, University of Arizona. Accessed December 08, 2019. http://hdl.handle.net/10150/298672.

MLA Handbook (7th Edition):

Qashu, Riyad K. “FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES .” 1980. Web. 08 Dec 2019.

Vancouver:

Qashu RK. FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES . [Internet] [Doctoral dissertation]. University of Arizona; 1980. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10150/298672.

Council of Science Editors:

Qashu RK. FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES . [Doctoral Dissertation]. University of Arizona; 1980. Available from: http://hdl.handle.net/10150/298672


Hong Kong University of Science and Technology

10. 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)

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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 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 December 08, 2019. 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. 08 Dec 2019.

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 2019 Dec 08]. Available from: 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: 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


Columbia University

11. 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

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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 December 08, 2019. 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. 08 Dec 2019.

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 2019 Dec 08]. 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


University of Johannesburg

12. Bukusa, Gregoire Mulumba. Lateral torsional instability of single channels restrained by angle cleats.

Degree: 2014, University of Johannesburg

M.Ing. (Civil Engineering)

Cold-formed steel lipped channels are among the most used sections, as framing members in the building construction industry, especially in residential, commercial… (more)

Subjects/Keywords: Channels (Structural members) - Testing; Angles (Structural members) - Testing; Strains and stresses; Buckling (Mechanics)

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APA (6th Edition):

Bukusa, G. M. (2014). Lateral torsional instability of single channels restrained by angle cleats. (Thesis). University of Johannesburg. Retrieved from http://hdl.handle.net/10210/10811

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):

Bukusa, Gregoire Mulumba. “Lateral torsional instability of single channels restrained by angle cleats.” 2014. Thesis, University of Johannesburg. Accessed December 08, 2019. http://hdl.handle.net/10210/10811.

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

MLA Handbook (7th Edition):

Bukusa, Gregoire Mulumba. “Lateral torsional instability of single channels restrained by angle cleats.” 2014. Web. 08 Dec 2019.

Vancouver:

Bukusa GM. Lateral torsional instability of single channels restrained by angle cleats. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/10210/10811.

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

Council of Science Editors:

Bukusa GM. Lateral torsional instability of single channels restrained by angle cleats. [Thesis]. University of Johannesburg; 2014. Available from: http://hdl.handle.net/10210/10811

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


The Ohio State University

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

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

Subjects/Keywords: Engineering; Soil mechanics; Structural design

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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 December 08, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1486646311373281.

MLA Handbook (7th Edition):

Kraft, Leland M. “Probability applications in soil engineering.” 1968. Web. 08 Dec 2019.

Vancouver:

Kraft LM. Probability applications in soil engineering. [Internet] [Doctoral dissertation]. The Ohio State University; 1968. [cited 2019 Dec 08]. 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 Cincinnati

14. Jiang, Nan. Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations.

Degree: PhD, Arts and Sciences: Chemistry, 2017, University of Cincinnati

 Microtubules (MTs), polymerized from dimer units, are the main cytoskeletal filaments providing structural support for cells. The reorganization of MTs is often initiated by removing… (more)

Subjects/Keywords: Physical Chemistry; Microtubules; Structural Mechanics; Severing Enzymes; Molecular Dynamics Simulations

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APA (6th Edition):

Jiang, N. (2017). Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504878667194719

Chicago Manual of Style (16th Edition):

Jiang, Nan. “Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations.” 2017. Doctoral Dissertation, University of Cincinnati. Accessed December 08, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504878667194719.

MLA Handbook (7th Edition):

Jiang, Nan. “Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations.” 2017. Web. 08 Dec 2019.

Vancouver:

Jiang N. Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations. [Internet] [Doctoral dissertation]. University of Cincinnati; 2017. [cited 2019 Dec 08]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504878667194719.

Council of Science Editors:

Jiang N. Exploring Microtubule Structural Mechanics through Molecular Dynamics Simulations. [Doctoral Dissertation]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504878667194719


University of Cincinnati

15. Dandino, Charles M. Condition Monitoring Sensor for Reinforced Elastomeric Materials.

Degree: MS, Engineering and Applied Science: Mechanical Engineering, 2012, University of Cincinnati

  In-situ monitoring of materials is a great problem in the field of structural health monitoring. The ability to receive real time data relaying the… (more)

Subjects/Keywords: Mechanics; Structural Health Monitoring; Elastomer; Sensor; Condition Monitoring; Prognostics

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APA (6th Edition):

Dandino, C. M. (2012). Condition Monitoring Sensor for Reinforced Elastomeric Materials. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1352485050

Chicago Manual of Style (16th Edition):

Dandino, Charles M. “Condition Monitoring Sensor for Reinforced Elastomeric Materials.” 2012. Masters Thesis, University of Cincinnati. Accessed December 08, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1352485050.

MLA Handbook (7th Edition):

Dandino, Charles M. “Condition Monitoring Sensor for Reinforced Elastomeric Materials.” 2012. Web. 08 Dec 2019.

Vancouver:

Dandino CM. Condition Monitoring Sensor for Reinforced Elastomeric Materials. [Internet] [Masters thesis]. University of Cincinnati; 2012. [cited 2019 Dec 08]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1352485050.

Council of Science Editors:

Dandino CM. Condition Monitoring Sensor for Reinforced Elastomeric Materials. [Masters Thesis]. University of Cincinnati; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1352485050


University of Hong Kong

16. 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.

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

魏勇; Wei Y. On fatigue failure prediction with damage mechanics: theory and application. [Internet] [Doctoral dissertation]. University of Hong Kong; 1993. [cited 2019 Dec 08]. 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 Hong Kong

17. 高贊明.; Ko, Jan-ming. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.

Degree: PhD, 1969, University of Hong Kong

published_or_final_version

Civil Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Structural frames.; Shear (Mechanics)

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APA (6th Edition):

高贊明.; Ko, J. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Doctoral Dissertation). University of Hong Kong. Retrieved from Ko, J. [高贊明]. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3122870 ; http://dx.doi.org/10.5353/th_b3122870 ; http://hdl.handle.net/10722/34933

Chicago Manual of Style (16th Edition):

高贊明.; Ko, Jan-ming. “Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.” 1969. Doctoral Dissertation, University of Hong Kong. Accessed December 08, 2019. Ko, J. [高贊明]. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3122870 ; http://dx.doi.org/10.5353/th_b3122870 ; http://hdl.handle.net/10722/34933.

MLA Handbook (7th Edition):

高贊明.; Ko, Jan-ming. “Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.” 1969. Web. 08 Dec 2019.

Vancouver:

高贊明.; Ko J. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. [Internet] [Doctoral dissertation]. University of Hong Kong; 1969. [cited 2019 Dec 08]. Available from: Ko, J. [高贊明]. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3122870 ; http://dx.doi.org/10.5353/th_b3122870 ; http://hdl.handle.net/10722/34933.

Council of Science Editors:

高贊明.; Ko J. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. [Doctoral Dissertation]. University of Hong Kong; 1969. Available from: Ko, J. [高贊明]. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3122870 ; http://dx.doi.org/10.5353/th_b3122870 ; http://hdl.handle.net/10722/34933


Hong Kong University of Science and Technology

18. Shi, Yuanfeng. Time-varying structural identification for shear-beam buildings using wavelet synthesis.

Degree: 2010, Hong Kong University of Science and Technology

 Most structures could exhibit intrinsically time-varying behavior when subjected to strong excitation or when damaged. However, most existing structural identification techniques assume that the structure… (more)

Subjects/Keywords: Wavelets (Mathematics); Kalman filtering; Structural analysis (Engineering)  – Mathematics; Shear (Mechanics)

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APA (6th Edition):

Shi, Y. (2010). Time-varying structural identification for shear-beam buildings using wavelet synthesis. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1106583 ; http://repository.ust.hk/ir/bitstream/1783.1-6745/1/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):

Shi, Yuanfeng. “Time-varying structural identification for shear-beam buildings using wavelet synthesis.” 2010. Thesis, Hong Kong University of Science and Technology. Accessed December 08, 2019. https://doi.org/10.14711/thesis-b1106583 ; http://repository.ust.hk/ir/bitstream/1783.1-6745/1/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):

Shi, Yuanfeng. “Time-varying structural identification for shear-beam buildings using wavelet synthesis.” 2010. Web. 08 Dec 2019.

Vancouver:

Shi Y. Time-varying structural identification for shear-beam buildings using wavelet synthesis. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2010. [cited 2019 Dec 08]. Available from: https://doi.org/10.14711/thesis-b1106583 ; http://repository.ust.hk/ir/bitstream/1783.1-6745/1/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:

Shi Y. Time-varying structural identification for shear-beam buildings using wavelet synthesis. [Thesis]. Hong Kong University of Science and Technology; 2010. Available from: https://doi.org/10.14711/thesis-b1106583 ; http://repository.ust.hk/ir/bitstream/1783.1-6745/1/th_redirect.html

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


University of Tasmania

19. 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)

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Kjar A. An approach to structural analysis. [Internet] [Thesis]. University of Tasmania; 1968. [cited 2019 Dec 08]. 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


Penn State University

20. Hoskins, Meghan E. Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes.

Degree: PhD, Bioengineering, 2008, Penn State University

 A new multidisciplinary computational method has been developed to model the physics of interacting systems of blood and cancer cells. The method is applied to… (more)

Subjects/Keywords: computational fluid dynamics; cell adhesion; neutrophils; melanoma; computational structural mechanics

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APA (6th Edition):

Hoskins, M. E. (2008). Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9260

Chicago Manual of Style (16th Edition):

Hoskins, Meghan E. “Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes.” 2008. Doctoral Dissertation, Penn State University. Accessed December 08, 2019. https://etda.libraries.psu.edu/catalog/9260.

MLA Handbook (7th Edition):

Hoskins, Meghan E. “Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes.” 2008. Web. 08 Dec 2019.

Vancouver:

Hoskins ME. Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes. [Internet] [Doctoral dissertation]. Penn State University; 2008. [cited 2019 Dec 08]. Available from: https://etda.libraries.psu.edu/catalog/9260.

Council of Science Editors:

Hoskins ME. Development of a Computational Fluid Dynamics Tool to Explore the Interactions between Cancer Cells and Leukocytes. [Doctoral Dissertation]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/9260


University of British Columbia

21. 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)

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Charlwood RG. Lateral stability of glulam arches . [Internet] [Thesis]. University of British Columbia; 1968. [cited 2019 Dec 08]. 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

22. 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

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Podichetty JT. Effect of Fluid Flow on Structural Deformation of Porous Scaffolds. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2019 Dec 08]. 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 Oklahoma

23. Craver, William Lionel. A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis.

Degree: PhD, 1970, University of Oklahoma

Subjects/Keywords: Eigenvalues.; Structural dynamics.; Applied Mechanics.

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APA (6th Edition):

Craver, W. L. (1970). A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/2913

Chicago Manual of Style (16th Edition):

Craver, William Lionel. “A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis.” 1970. Doctoral Dissertation, University of Oklahoma. Accessed December 08, 2019. http://hdl.handle.net/11244/2913.

MLA Handbook (7th Edition):

Craver, William Lionel. “A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis.” 1970. Web. 08 Dec 2019.

Vancouver:

Craver WL. A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis. [Internet] [Doctoral dissertation]. University of Oklahoma; 1970. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/11244/2913.

Council of Science Editors:

Craver WL. A method for selection of significant terms in the assumed solution in a Rayleigh-Ritz analysis. [Doctoral Dissertation]. University of Oklahoma; 1970. Available from: http://hdl.handle.net/11244/2913


University of Adelaide

24. Feng, Qian. A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour.

Degree: 2016, University of Adelaide

 Corrosion influences both of the serviceability limit state and the ultimate limit state of the reinforced concrete structures. The mass loss of reinforcement caused by… (more)

Subjects/Keywords: corrosion; reinforced concrete; bond-slip; structural behaviour; material model; mechanics solution

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APA (6th Edition):

Feng, Q. (2016). A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119485

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):

Feng, Qian. “A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour.” 2016. Thesis, University of Adelaide. Accessed December 08, 2019. http://hdl.handle.net/2440/119485.

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

MLA Handbook (7th Edition):

Feng, Qian. “A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour.” 2016. Web. 08 Dec 2019.

Vancouver:

Feng Q. A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2019 Dec 08]. Available from: http://hdl.handle.net/2440/119485.

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

Council of Science Editors:

Feng Q. A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119485

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


University of British Columbia

25. 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)

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Egerup AR. Lateral stability of two-and three-hinged glulam arches . [Internet] [Thesis]. University of British Columbia; 1972. [cited 2019 Dec 08]. 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


Florida Atlantic University

26. Anesta, Heather R. Stress distribution around a transverse circular opening through the midspan of a double reinforced beam.

Degree: M.S.C.S., 2010, Florida Atlantic University

Summary: This manuscript predicts the behavior of a doubly reinforced concrete beam with a circular opening at its midspan by closely analyzing traditional beam theory… (more)

Subjects/Keywords: Reinforced concrete construction; Structural design; Strains and stresses; Fracture mechanics

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APA (6th Edition):

Anesta, H. R. (2010). Stress distribution around a transverse circular opening through the midspan of a double reinforced beam. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/2867327

Chicago Manual of Style (16th Edition):

Anesta, Heather R. “Stress distribution around a transverse circular opening through the midspan of a double reinforced beam.” 2010. Masters Thesis, Florida Atlantic University. Accessed December 08, 2019. http://purl.flvc.org/FAU/2867327.

MLA Handbook (7th Edition):

Anesta, Heather R. “Stress distribution around a transverse circular opening through the midspan of a double reinforced beam.” 2010. Web. 08 Dec 2019.

Vancouver:

Anesta HR. Stress distribution around a transverse circular opening through the midspan of a double reinforced beam. [Internet] [Masters thesis]. Florida Atlantic University; 2010. [cited 2019 Dec 08]. Available from: http://purl.flvc.org/FAU/2867327.

Council of Science Editors:

Anesta HR. Stress distribution around a transverse circular opening through the midspan of a double reinforced beam. [Masters Thesis]. Florida Atlantic University; 2010. Available from: http://purl.flvc.org/FAU/2867327


University of Arizona

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

Degree: 1965, University of Arizona

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

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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 December 08, 2019. http://hdl.handle.net/10150/318437.

MLA Handbook (7th Edition):

Hansen, Stanley Dee, 1934-. “Analysis of structural systems having large deflections .” 1965. Web. 08 Dec 2019.

Vancouver:

Hansen, Stanley Dee 1. Analysis of structural systems having large deflections . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2019 Dec 08]. 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


University of Arizona

28. 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

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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 December 08, 2019. http://hdl.handle.net/10150/621369.

MLA Handbook (7th Edition):

Melvin, Dyan. “Model Based Structural Monitoring of Plates using Kalman Filter .” 2016. Web. 08 Dec 2019.

Vancouver:

Melvin D. Model Based Structural Monitoring of Plates using Kalman Filter . [Internet] [Masters thesis]. University of Arizona; 2016. [cited 2019 Dec 08]. 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

29. 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

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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 December 08, 2019. 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. 08 Dec 2019.

Vancouver:

Cai T. Vibration suppression in simple tension-aligned structures. [Internet] [Thesis]. Michigan State University; 2016. [cited 2019 Dec 08]. 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

30. 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

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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 December 08, 2019. http://scholarworks.umass.edu/theses/1136.

MLA Handbook (7th Edition):

Mcclelland, Charles. “Asymmetric Blade Spar for Passive Aerodynamic Load Control.” 2013. Web. 08 Dec 2019.

Vancouver:

Mcclelland C. Asymmetric Blade Spar for Passive Aerodynamic Load Control. [Internet] [Masters thesis]. U of Massachusetts : Masters; 2013. [cited 2019 Dec 08]. 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

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