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You searched for subject:(Structural mechanics). Showing records 1 – 30 of 424 total matches.

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Universiteit Utrecht

1. 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 April 17, 2021. http://dspace.library.uu.nl:8080/handle/1874/253307.

MLA Handbook (7th Edition):

Schoutsen, V C M. “Worldly Structures.” 2012. Web. 17 Apr 2021.

Vancouver:

Schoutsen VCM. Worldly Structures. [Internet] [Masters thesis]. Universiteit Utrecht; 2012. [cited 2021 Apr 17]. 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 Colorado

2. 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 https://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 April 17, 2021. https://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. 17 Apr 2021.

Vancouver:

Pope D. Implementing a Loosely Coupled Fluid Structure Interaction Finite Element Model in PHASTA. [Internet] [Masters thesis]. University of Colorado; 2015. [cited 2021 Apr 17]. Available from: https://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: https://scholar.colorado.edu/asen_gradetds/109

3. 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 April 17, 2021. 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. 17 Apr 2021.

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 2021 Apr 17]. 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


University of Cape Town

4. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

De Kock W. Finite element modelling of voided slab bridge decks using orthotropic plate theory. [Internet] [Thesis]. University of Cape Town; 2015. [cited 2021 Apr 17]. 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


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: MS, 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. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/15597

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. Masters Thesis, Montana State University. Accessed April 17, 2021. https://scholarworks.montana.edu/xmlui/handle/1/15597.

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. 17 Apr 2021.

Vancouver:

Seifert NJ. Structural analysis of the Benkar Fault Zone, a cross structure in the higher Himalaya of the Khumbu Region, eastern Nepal. [Internet] [Masters thesis]. Montana State University; 2019. [cited 2021 Apr 17]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15597.

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. [Masters Thesis]. Montana State University; 2019. Available from: https://scholarworks.montana.edu/xmlui/handle/1/15597


University of Maine

6. Alabbad, Maitham. Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations.

Degree: MS, Mechanical Engineering, 2020, University of Maine

  Composite materials are widely used in aerospace, automotive and wind power industries due to their high strength-to-weight and stiffness-to-weight ratios and their improved mechanical… (more)

Subjects/Keywords: Engineering Mechanics; Mechanical Engineering; Mechanics of Materials; Structural Materials

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APA (6th Edition):

Alabbad, M. (2020). Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/3174

Chicago Manual of Style (16th Edition):

Alabbad, Maitham. “Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations.” 2020. Masters Thesis, University of Maine. Accessed April 17, 2021. https://digitalcommons.library.umaine.edu/etd/3174.

MLA Handbook (7th Edition):

Alabbad, Maitham. “Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations.” 2020. Web. 17 Apr 2021.

Vancouver:

Alabbad M. Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations. [Internet] [Masters thesis]. University of Maine; 2020. [cited 2021 Apr 17]. Available from: https://digitalcommons.library.umaine.edu/etd/3174.

Council of Science Editors:

Alabbad M. Impact Resistance of Fiber-Reinforced Composites Using Computational Simulations. [Masters Thesis]. University of Maine; 2020. Available from: https://digitalcommons.library.umaine.edu/etd/3174


Delft University of Technology

7. De Lazzari, Elena (author). A NURBS-enhanced Discontinuity-Enriched Finite Element Method.

Degree: 2017, Delft University of Technology

 Generalized finite element methods have proved a great potential in the mesh-independent modeling of both weak and strong discontinuities, such as the ones encountered when… (more)

Subjects/Keywords: FEM; NURBS; structural mechanics; discontinuities; composites; fracture mechanics

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APA (6th Edition):

De Lazzari, E. (. (2017). A NURBS-enhanced Discontinuity-Enriched Finite Element Method. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2a4f3015-0fb5-4342-96c8-eb6fd1d92646

Chicago Manual of Style (16th Edition):

De Lazzari, Elena (author). “A NURBS-enhanced Discontinuity-Enriched Finite Element Method.” 2017. Masters Thesis, Delft University of Technology. Accessed April 17, 2021. http://resolver.tudelft.nl/uuid:2a4f3015-0fb5-4342-96c8-eb6fd1d92646.

MLA Handbook (7th Edition):

De Lazzari, Elena (author). “A NURBS-enhanced Discontinuity-Enriched Finite Element Method.” 2017. Web. 17 Apr 2021.

Vancouver:

De Lazzari E(. A NURBS-enhanced Discontinuity-Enriched Finite Element Method. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Apr 17]. Available from: http://resolver.tudelft.nl/uuid:2a4f3015-0fb5-4342-96c8-eb6fd1d92646.

Council of Science Editors:

De Lazzari E(. A NURBS-enhanced Discontinuity-Enriched Finite Element Method. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:2a4f3015-0fb5-4342-96c8-eb6fd1d92646


University of Johannesburg

8. 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 April 17, 2021. 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. 17 Apr 2021.

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 2021 Apr 17]. 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


Duke University

9. Sanders, Clay Michael. Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics .

Degree: 2020, Duke University

  Dynamic conditions and harmful vibration are prevalent in many engineered systems. Computational optimization methods can usefully guide the design of structures and solid systems… (more)

Subjects/Keywords: Engineering; Computational Mechanics; Structural Design; Structural Dynamics; Topology Optimization

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APA (6th Edition):

Sanders, C. M. (2020). Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics . (Thesis). Duke University. Retrieved from http://hdl.handle.net/10161/21500

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):

Sanders, Clay Michael. “Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics .” 2020. Thesis, Duke University. Accessed April 17, 2021. http://hdl.handle.net/10161/21500.

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

MLA Handbook (7th Edition):

Sanders, Clay Michael. “Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics .” 2020. Web. 17 Apr 2021.

Vancouver:

Sanders CM. Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics . [Internet] [Thesis]. Duke University; 2020. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/10161/21500.

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

Council of Science Editors:

Sanders CM. Inverse-Problem Inspired Approaches in the Design of Solids for Frequency-Domain Dynamics . [Thesis]. Duke University; 2020. Available from: http://hdl.handle.net/10161/21500

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


Michigan Technological University

10. Prabhakara, Parijata. INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT.

Degree: MS, Department of Mechanical Engineering-Engineering Mechanics, 2020, Michigan Technological University

  There is a lack of literature on the structural balance of systems (BOS), also called racking, for ground mount, fixed-tilt solar PV systems. Literature… (more)

Subjects/Keywords: solar; pv; sustainable; racking; community development; structural analysis; Applied Mechanics; Engineering Mechanics; Mechanics of Materials; Structural Materials

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APA (6th Edition):

Prabhakara, P. (2020). INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT. (Masters Thesis). Michigan Technological University. Retrieved from https://digitalcommons.mtu.edu/etdr/1017

Chicago Manual of Style (16th Edition):

Prabhakara, Parijata. “INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT.” 2020. Masters Thesis, Michigan Technological University. Accessed April 17, 2021. https://digitalcommons.mtu.edu/etdr/1017.

MLA Handbook (7th Edition):

Prabhakara, Parijata. “INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT.” 2020. Web. 17 Apr 2021.

Vancouver:

Prabhakara P. INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT. [Internet] [Masters thesis]. Michigan Technological University; 2020. [cited 2021 Apr 17]. Available from: https://digitalcommons.mtu.edu/etdr/1017.

Council of Science Editors:

Prabhakara P. INCREASING ACCESS TO PV TECHNOLOGY THROUGH SUSTAINABLE RACKING: A REVIEW OF EXISTING LITERATURE AND GROUND MOUNTED FIXED TILT DESIGNS, AND WHAT CAN BE DONE NEXT. [Masters Thesis]. Michigan Technological University; 2020. Available from: https://digitalcommons.mtu.edu/etdr/1017


Ryerson University

11. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

Waseem M. Design and analysis of plate anchors in sand. [Internet] [Thesis]. Ryerson University; 2011. [cited 2021 Apr 17]. 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

12. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

Qashu RK. FINITE DEFORMATION AND STABILITY OF NONRECTANGULAR ELASTIC RIGID FRAME STRUCTURES . [Internet] [Doctoral dissertation]. University of Arizona; 1980. [cited 2021 Apr 17]. 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


Stellenbosch University

13. van Zijl, Gideon Pieter Adriaan Greeff. Contributions to structural mechanics and durability in structural engineering.

Degree: DEng, Civil Engineering, 2016, Stellenbosch University

 ENGLISH ABSTRACT: Contributions to structural engineering have been made since 2001 from the basis of the Department of Civil Engineering of Stellenbosch University (SU). The… (more)

Subjects/Keywords: Structural mechanics; Durability of building materials; Structural analysis (Engineering); Buildings  – Retrofitting; UCTD

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APA (6th Edition):

van Zijl, G. P. A. G. (2016). Contributions to structural mechanics and durability in structural engineering. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/100182

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):

van Zijl, Gideon Pieter Adriaan Greeff. “Contributions to structural mechanics and durability in structural engineering.” 2016. Thesis, Stellenbosch University. Accessed April 17, 2021. http://hdl.handle.net/10019.1/100182.

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

MLA Handbook (7th Edition):

van Zijl, Gideon Pieter Adriaan Greeff. “Contributions to structural mechanics and durability in structural engineering.” 2016. Web. 17 Apr 2021.

Vancouver:

van Zijl GPAG. Contributions to structural mechanics and durability in structural engineering. [Internet] [Thesis]. Stellenbosch University; 2016. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/10019.1/100182.

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

Council of Science Editors:

van Zijl GPAG. Contributions to structural mechanics and durability in structural engineering. [Thesis]. Stellenbosch University; 2016. Available from: http://hdl.handle.net/10019.1/100182

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


University of Johannesburg

14. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

Bukusa GM. Lateral torsional instability of single channels restrained by angle cleats. [Internet] [Thesis]. University of Johannesburg; 2014. [cited 2021 Apr 17]. 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


Columbia University

15. 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 April 17, 2021. 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. 17 Apr 2021.

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 2021 Apr 17]. 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

16. 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 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 April 17, 2021. 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. 17 Apr 2021.

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 2021 Apr 17]. 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

17. Chagneau, Anthony. Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media.

Degree: Docteur es, Mécanique et Génie Civil, 2019, Montpellier

Une approche multi-échelle introduit une méthode de zoom structural dans une zone d’intérêt, appelé le patch, utilisant uniquement des opérateurs de projection de champs. Les… (more)

Subjects/Keywords: Zoom structural; Mécanique; Éléments finis; Structural multiscale zooming method; Mechanics; Finite element

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APA (6th Edition):

Chagneau, A. (2019). Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media. (Doctoral Dissertation). Montpellier. Retrieved from http://www.theses.fr/2019MONTS051

Chicago Manual of Style (16th Edition):

Chagneau, Anthony. “Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media.” 2019. Doctoral Dissertation, Montpellier. Accessed April 17, 2021. http://www.theses.fr/2019MONTS051.

MLA Handbook (7th Edition):

Chagneau, Anthony. “Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media.” 2019. Web. 17 Apr 2021.

Vancouver:

Chagneau A. Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media. [Internet] [Doctoral dissertation]. Montpellier; 2019. [cited 2021 Apr 17]. Available from: http://www.theses.fr/2019MONTS051.

Council of Science Editors:

Chagneau A. Méthode de zoom structural étendue aux hétérogénéités non linéaires. : A structural multiscale zooming method extended to non linearheterogeneous media. [Doctoral Dissertation]. Montpellier; 2019. Available from: http://www.theses.fr/2019MONTS051


University of Tasmania

18. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

Kjar A. An approach to structural analysis. [Internet] [Thesis]. University of Tasmania; 1968. [cited 2021 Apr 17]. 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 Adelaide

19. 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 April 17, 2021. 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. 17 Apr 2021.

Vancouver:

Feng Q. A mechanics simulation of the influence of reinforcement corrosion on RC beam behaviour. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2021 Apr 17]. 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 Arizona

20. 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 April 17, 2021. http://hdl.handle.net/10150/621369.

MLA Handbook (7th Edition):

Melvin, Dyan. “Model Based Structural Monitoring of Plates using Kalman Filter .” 2016. Web. 17 Apr 2021.

Vancouver:

Melvin D. Model Based Structural Monitoring of Plates using Kalman Filter . [Internet] [Masters thesis]. University of Arizona; 2016. [cited 2021 Apr 17]. 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


University of Arizona

21. 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 April 17, 2021. http://hdl.handle.net/10150/318437.

MLA Handbook (7th Edition):

Hansen, Stanley Dee, 1934-. “Analysis of structural systems having large deflections .” 1965. Web. 17 Apr 2021.

Vancouver:

Hansen, Stanley Dee 1. Analysis of structural systems having large deflections . [Internet] [Masters thesis]. University of Arizona; 1965. [cited 2021 Apr 17]. 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


Georgia Tech

22. Rapp, Ira Hammes. Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings.

Degree: PhD, Engineering mechanics, 1974, Georgia Tech

Subjects/Keywords: Buckling (Mechanics); Arches; Structural dynamics

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

APA (6th Edition):

Rapp, I. H. (1974). Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/18976

Chicago Manual of Style (16th Edition):

Rapp, Ira Hammes. “Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings.” 1974. Doctoral Dissertation, Georgia Tech. Accessed April 17, 2021. http://hdl.handle.net/1853/18976.

MLA Handbook (7th Edition):

Rapp, Ira Hammes. “Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings.” 1974. Web. 17 Apr 2021.

Vancouver:

Rapp IH. Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings. [Internet] [Doctoral dissertation]. Georgia Tech; 1974. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/1853/18976.

Council of Science Editors:

Rapp IH. Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadings. [Doctoral Dissertation]. Georgia Tech; 1974. Available from: http://hdl.handle.net/1853/18976


Georgia Tech

23. Caldwell, Hartley McMullin. Optimization of shallow arches against snap-through buckling.

Degree: PhD, Engineering mechanics, 1977, Georgia Tech

Subjects/Keywords: Arches; Buckling (Mechanics); Structural stability

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APA (6th Edition):

Caldwell, H. M. (1977). Optimization of shallow arches against snap-through buckling. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/15493

Chicago Manual of Style (16th Edition):

Caldwell, Hartley McMullin. “Optimization of shallow arches against snap-through buckling.” 1977. Doctoral Dissertation, Georgia Tech. Accessed April 17, 2021. http://hdl.handle.net/1853/15493.

MLA Handbook (7th Edition):

Caldwell, Hartley McMullin. “Optimization of shallow arches against snap-through buckling.” 1977. Web. 17 Apr 2021.

Vancouver:

Caldwell HM. Optimization of shallow arches against snap-through buckling. [Internet] [Doctoral dissertation]. Georgia Tech; 1977. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/1853/15493.

Council of Science Editors:

Caldwell HM. Optimization of shallow arches against snap-through buckling. [Doctoral Dissertation]. Georgia Tech; 1977. Available from: http://hdl.handle.net/1853/15493


Georgia Tech

24. Nassar, Esam Eldin. On the dynamic characteristics of beams, plates and shells.

Degree: PhD, Aerospace Engineering, 1973, Georgia Tech

Subjects/Keywords: Structural stability; Buckling (Mechanics)

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APA (6th Edition):

Nassar, E. E. (1973). On the dynamic characteristics of beams, plates and shells. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12095

Chicago Manual of Style (16th Edition):

Nassar, Esam Eldin. “On the dynamic characteristics of beams, plates and shells.” 1973. Doctoral Dissertation, Georgia Tech. Accessed April 17, 2021. http://hdl.handle.net/1853/12095.

MLA Handbook (7th Edition):

Nassar, Esam Eldin. “On the dynamic characteristics of beams, plates and shells.” 1973. Web. 17 Apr 2021.

Vancouver:

Nassar EE. On the dynamic characteristics of beams, plates and shells. [Internet] [Doctoral dissertation]. Georgia Tech; 1973. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/1853/12095.

Council of Science Editors:

Nassar EE. On the dynamic characteristics of beams, plates and shells. [Doctoral Dissertation]. Georgia Tech; 1973. Available from: http://hdl.handle.net/1853/12095


Georgia Tech

25. Chaudhari, Sopan Narayan. The instability of partially restrained columns and plates.

Degree: PhD, Aeronautical Engineering, 1973, Georgia Tech

Subjects/Keywords: Structural stability; Buckling (Mechanics)

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APA (6th Edition):

Chaudhari, S. N. (1973). The instability of partially restrained columns and plates. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/12356

Chicago Manual of Style (16th Edition):

Chaudhari, Sopan Narayan. “The instability of partially restrained columns and plates.” 1973. Doctoral Dissertation, Georgia Tech. Accessed April 17, 2021. http://hdl.handle.net/1853/12356.

MLA Handbook (7th Edition):

Chaudhari, Sopan Narayan. “The instability of partially restrained columns and plates.” 1973. Web. 17 Apr 2021.

Vancouver:

Chaudhari SN. The instability of partially restrained columns and plates. [Internet] [Doctoral dissertation]. Georgia Tech; 1973. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/1853/12356.

Council of Science Editors:

Chaudhari SN. The instability of partially restrained columns and plates. [Doctoral Dissertation]. Georgia Tech; 1973. Available from: http://hdl.handle.net/1853/12356


University of Hong Kong

26. Wei, Yong. On fatigue failure prediction with damage mechanics: theory and application.

Degree: 1993, University of Hong Kong

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

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APA (6th Edition):

Wei, Y. (1993). On fatigue failure prediction with damage mechanics: theory and application. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/34268

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):

Wei, Yong. “On fatigue failure prediction with damage mechanics: theory and application.” 1993. Thesis, University of Hong Kong. Accessed April 17, 2021. http://hdl.handle.net/10722/34268.

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

MLA Handbook (7th Edition):

Wei, Yong. “On fatigue failure prediction with damage mechanics: theory and application.” 1993. Web. 17 Apr 2021.

Vancouver:

Wei Y. On fatigue failure prediction with damage mechanics: theory and application. [Internet] [Thesis]. University of Hong Kong; 1993. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/10722/34268.

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

Council of Science Editors:

Wei Y. On fatigue failure prediction with damage mechanics: theory and application. [Thesis]. University of Hong Kong; 1993. Available from: http://hdl.handle.net/10722/34268

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


University of Hong Kong

27. Ko, Jan-ming. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.

Degree: 1969, University of Hong Kong

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

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APA (6th Edition):

Ko, J. (1969). Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. (Thesis). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/34933

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):

Ko, Jan-ming. “Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.” 1969. Thesis, University of Hong Kong. Accessed April 17, 2021. http://hdl.handle.net/10722/34933.

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

MLA Handbook (7th Edition):

Ko, Jan-ming. “Behaviour under lateral loading of rectangular framed structures stiffened with shear walls.” 1969. Web. 17 Apr 2021.

Vancouver:

Ko J. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. [Internet] [Thesis]. University of Hong Kong; 1969. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/10722/34933.

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

Council of Science Editors:

Ko J. Behaviour under lateral loading of rectangular framed structures stiffened with shear walls. [Thesis]. University of Hong Kong; 1969. Available from: http://hdl.handle.net/10722/34933

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

28. Svensson, Natasha. Thermo-mechanical modelling of structural battery composites .

Degree: Chalmers tekniska högskola / Institutionen för industri- och materialvetenskap, 2020, Chalmers University of Technology

 Industries are searching for energy efficient zero-emission transport solutions to minimise environmental impact from transportation [1]. A possible solution to this can be the use… (more)

Subjects/Keywords: Structural battery composite; comsol; Finite Element; composite mechanics; thermal-mechanical behaviour

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APA (6th Edition):

Svensson, N. (2020). Thermo-mechanical modelling of structural battery composites . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/301574

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):

Svensson, Natasha. “Thermo-mechanical modelling of structural battery composites .” 2020. Thesis, Chalmers University of Technology. Accessed April 17, 2021. http://hdl.handle.net/20.500.12380/301574.

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

MLA Handbook (7th Edition):

Svensson, Natasha. “Thermo-mechanical modelling of structural battery composites .” 2020. Web. 17 Apr 2021.

Vancouver:

Svensson N. Thermo-mechanical modelling of structural battery composites . [Internet] [Thesis]. Chalmers University of Technology; 2020. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/20.500.12380/301574.

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

Council of Science Editors:

Svensson N. Thermo-mechanical modelling of structural battery composites . [Thesis]. Chalmers University of Technology; 2020. Available from: http://hdl.handle.net/20.500.12380/301574

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


University of Cambridge

29. Walker, Martin. Flexural mechanics of creased thin metallic strips.

Degree: PhD, 2018, University of Cambridge

 The introduction of creases into thin sheets has a dramatic effect on their global mechanical properties. This can be observed by manipulating a crumpled piece… (more)

Subjects/Keywords: 669; Creasing; Localisation; Folding; Origami; Structural Mechanics; Shells

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APA (6th Edition):

Walker, M. (2018). Flexural mechanics of creased thin metallic strips. (Doctoral Dissertation). University of Cambridge. Retrieved from https://doi.org/10.17863/CAM.24199 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744919

Chicago Manual of Style (16th Edition):

Walker, Martin. “Flexural mechanics of creased thin metallic strips.” 2018. Doctoral Dissertation, University of Cambridge. Accessed April 17, 2021. https://doi.org/10.17863/CAM.24199 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744919.

MLA Handbook (7th Edition):

Walker, Martin. “Flexural mechanics of creased thin metallic strips.” 2018. Web. 17 Apr 2021.

Vancouver:

Walker M. Flexural mechanics of creased thin metallic strips. [Internet] [Doctoral dissertation]. University of Cambridge; 2018. [cited 2021 Apr 17]. Available from: https://doi.org/10.17863/CAM.24199 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744919.

Council of Science Editors:

Walker M. Flexural mechanics of creased thin metallic strips. [Doctoral Dissertation]. University of Cambridge; 2018. Available from: https://doi.org/10.17863/CAM.24199 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744919


University of British Columbia

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

Degree: Master of Applied Science - MASc, Civil Engineering, 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 · 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. (Masters Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/33335

Chicago Manual of Style (16th Edition):

Egerup, Arne Ryden. “Lateral stability of two-and three-hinged glulam arches.” 1972. Masters Thesis, University of British Columbia. Accessed April 17, 2021. http://hdl.handle.net/2429/33335.

MLA Handbook (7th Edition):

Egerup, Arne Ryden. “Lateral stability of two-and three-hinged glulam arches.” 1972. Web. 17 Apr 2021.

Vancouver:

Egerup AR. Lateral stability of two-and three-hinged glulam arches. [Internet] [Masters thesis]. University of British Columbia; 1972. [cited 2021 Apr 17]. Available from: http://hdl.handle.net/2429/33335.

Council of Science Editors:

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

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