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You searched for subject:( Out of plane behaviour). Showing records 1 – 30 of 277043 total matches.

[1] [2] [3] [4] [5] … [9235]

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Universidade do Minho

1. Mininno, Gemma. Modelling of the behaviour of TRM-strengthened masonry walls .

Degree: 2016, Universidade do Minho

 The un-reinforced masonry structures (URM) represent an important percentage of the building heritage, but they have poor performance in seismic condition. Hence the construction industry… (more)

Subjects/Keywords: Masonry; MM; FRCM; Strengthening; FEM modelling; In-plane behaviour; Out-of-plane behaviour; Time history analysis; Alvenaria; TRM; Modelação FEM; Comportamento no plano; Comportamento para fora do plano; Análise temporal; Muratura; Rinforzo; Modellazione FEM; Comportamento nel piano; Comportamento fuori dal piano; Analisi time history

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APA (6th Edition):

Mininno, G. (2016). Modelling of the behaviour of TRM-strengthened masonry walls . (Masters Thesis). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/42869

Chicago Manual of Style (16th Edition):

Mininno, Gemma. “Modelling of the behaviour of TRM-strengthened masonry walls .” 2016. Masters Thesis, Universidade do Minho. Accessed May 30, 2020. http://hdl.handle.net/1822/42869.

MLA Handbook (7th Edition):

Mininno, Gemma. “Modelling of the behaviour of TRM-strengthened masonry walls .” 2016. Web. 30 May 2020.

Vancouver:

Mininno G. Modelling of the behaviour of TRM-strengthened masonry walls . [Internet] [Masters thesis]. Universidade do Minho; 2016. [cited 2020 May 30]. Available from: http://hdl.handle.net/1822/42869.

Council of Science Editors:

Mininno G. Modelling of the behaviour of TRM-strengthened masonry walls . [Masters Thesis]. Universidade do Minho; 2016. Available from: http://hdl.handle.net/1822/42869

2. Shahu, Sharath Panduranga. Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites.

Degree: Engineering and Business, 2016, University of Borås

  Textile process and textile structures that are suitable for composites are carefully studied and chosen to have weft knitted fabrics. The aim of this… (more)

Subjects/Keywords: Knitted fabrics; Dyneema® fibres; carbon fibres; Rib structure; in-plane; out of plane

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APA (6th Edition):

Shahu, S. P. (2016). Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites. (Thesis). University of Borås. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-10341

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):

Shahu, Sharath Panduranga. “Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites.” 2016. Thesis, University of Borås. Accessed May 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-10341.

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

MLA Handbook (7th Edition):

Shahu, Sharath Panduranga. “Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites.” 2016. Web. 30 May 2020.

Vancouver:

Shahu SP. Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites. [Internet] [Thesis]. University of Borås; 2016. [cited 2020 May 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-10341.

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

Council of Science Editors:

Shahu SP. Knittin of carbon and Dyneema® fibres to fit for contour sahpes in composites. [Thesis]. University of Borås; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hb:diva-10341

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


University of Melbourne

3. MOHYEDDIN-KERMANI, ALIREZA. Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading.

Degree: 2011, University of Melbourne

 Reinforced-concrete moment-resisting frames have been widely used in many parts of the world. In such buildings, exterior masonry walls and/or interior partitions, usually regarded as… (more)

Subjects/Keywords: infill-frame; masonry; reinforced-concrete; in-plane; out-of-plane; performance; finite element; ANSYS

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APA (6th Edition):

MOHYEDDIN-KERMANI, A. (2011). Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/36698

Chicago Manual of Style (16th Edition):

MOHYEDDIN-KERMANI, ALIREZA. “Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading.” 2011. Doctoral Dissertation, University of Melbourne. Accessed May 30, 2020. http://hdl.handle.net/11343/36698.

MLA Handbook (7th Edition):

MOHYEDDIN-KERMANI, ALIREZA. “Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading.” 2011. Web. 30 May 2020.

Vancouver:

MOHYEDDIN-KERMANI A. Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading. [Internet] [Doctoral dissertation]. University of Melbourne; 2011. [cited 2020 May 30]. Available from: http://hdl.handle.net/11343/36698.

Council of Science Editors:

MOHYEDDIN-KERMANI A. Modelling and performance of RC frames with masonry infill under in-plane and out-of-plane loading. [Doctoral Dissertation]. University of Melbourne; 2011. Available from: http://hdl.handle.net/11343/36698


Penn State University

4. Kuczynski, Thomas C. Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading.

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

 Structures everywhere are increasingly being subjected to sudden and extreme loading conditions. The main priority in any such event is the safety of the building… (more)

Subjects/Keywords: out-of-plane loading; brick veneer; steel stud

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APA (6th Edition):

Kuczynski, T. C. (2009). Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9639

Chicago Manual of Style (16th Edition):

Kuczynski, Thomas C. “Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading.” 2009. Masters Thesis, Penn State University. Accessed May 30, 2020. https://etda.libraries.psu.edu/catalog/9639.

MLA Handbook (7th Edition):

Kuczynski, Thomas C. “Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading.” 2009. Web. 30 May 2020.

Vancouver:

Kuczynski TC. Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 May 30]. Available from: https://etda.libraries.psu.edu/catalog/9639.

Council of Science Editors:

Kuczynski TC. Experimental Investigation of the Multi-Hazard Resistant Panelized Brick Veneer on Steel Stud Wall System for Out-of-Plane Failure Loading. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9639


University of Adelaide

5. Mclean, Sara. The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour.

Degree: 2010, University of Adelaide

 The research presented in this thesis was predicated on the need to improve service provision and care for children in out-of-home care. Although behavioural concerns… (more)

Subjects/Keywords: out-of-home care; behaviour; collaboration

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APA (6th Edition):

Mclean, S. (2010). The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/63528

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):

Mclean, Sara. “The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour.” 2010. Thesis, University of Adelaide. Accessed May 30, 2020. http://hdl.handle.net/2440/63528.

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

MLA Handbook (7th Edition):

Mclean, Sara. “The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour.” 2010. Web. 30 May 2020.

Vancouver:

Mclean S. The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour. [Internet] [Thesis]. University of Adelaide; 2010. [cited 2020 May 30]. Available from: http://hdl.handle.net/2440/63528.

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

Council of Science Editors:

Mclean S. The challenging behaviour of children in the South Australian out-of-home care sector: stakeholders’ experiences with collaborative practice and their frameworks for managing behaviour. [Thesis]. University of Adelaide; 2010. Available from: http://hdl.handle.net/2440/63528

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


University of Waterloo

6. Almikhlafi, Ridha. Fabrication, Testing and Characterization of MEMS Gyroscope.

Degree: 2017, University of Waterloo

 This thesis presents the design, fabrication and characterization of two Micro-Electro-Mechanical Systems (MEMS) vibratory gyroscopes fabricated using the Silicon-On-Insulator-Multi-User-MEMS Process (SOIMUMPs) and Polysilicon Multi-User-MEMS-Process (Poly-MUMPs).… (more)

Subjects/Keywords: MEMS Gyroscope; In-Plane Mode; Out-of-Plane Mode; Coriolis Force; Electrostatic Actuation; PolyMUMPs; SOIMUMPs; Fabrication

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APA (6th Edition):

Almikhlafi, R. (2017). Fabrication, Testing and Characterization of MEMS Gyroscope. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/11905

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):

Almikhlafi, Ridha. “Fabrication, Testing and Characterization of MEMS Gyroscope.” 2017. Thesis, University of Waterloo. Accessed May 30, 2020. http://hdl.handle.net/10012/11905.

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

MLA Handbook (7th Edition):

Almikhlafi, Ridha. “Fabrication, Testing and Characterization of MEMS Gyroscope.” 2017. Web. 30 May 2020.

Vancouver:

Almikhlafi R. Fabrication, Testing and Characterization of MEMS Gyroscope. [Internet] [Thesis]. University of Waterloo; 2017. [cited 2020 May 30]. Available from: http://hdl.handle.net/10012/11905.

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

Council of Science Editors:

Almikhlafi R. Fabrication, Testing and Characterization of MEMS Gyroscope. [Thesis]. University of Waterloo; 2017. Available from: http://hdl.handle.net/10012/11905

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


North Carolina State University

7. Lunn, Dillon Stewart. Behavior of Infill Masonry Walls Strengthened with FRP Materials.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 Collapse of unreinforced masonry (URM) structures, including infill walls, is a leading cause of property damage and loss of life during extreme loading events. Many… (more)

Subjects/Keywords: FRP; masonry infill walls; strengthening; out-of-plane; sliding shear; arching action

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APA (6th Edition):

Lunn, D. S. (2009). Behavior of Infill Masonry Walls Strengthened with FRP Materials. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/1846

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):

Lunn, Dillon Stewart. “Behavior of Infill Masonry Walls Strengthened with FRP Materials.” 2009. Thesis, North Carolina State University. Accessed May 30, 2020. http://www.lib.ncsu.edu/resolver/1840.16/1846.

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

MLA Handbook (7th Edition):

Lunn, Dillon Stewart. “Behavior of Infill Masonry Walls Strengthened with FRP Materials.” 2009. Web. 30 May 2020.

Vancouver:

Lunn DS. Behavior of Infill Masonry Walls Strengthened with FRP Materials. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 May 30]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1846.

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

Council of Science Editors:

Lunn DS. Behavior of Infill Masonry Walls Strengthened with FRP Materials. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/1846

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


McMaster University

8. Forsythe, Carly M. Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System.

Degree: MASc, 2012, McMaster University

Unreinforced masonry (URM) constitutes a large part of current building inventory worldwide, and this type of construction also represents a major seismic risk, especially… (more)

Subjects/Keywords: unreinforced masonry; polyurethane foam; out of plane; seismic; Structural Engineering; Structural Engineering

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APA (6th Edition):

Forsythe, C. M. (2012). Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/11922

Chicago Manual of Style (16th Edition):

Forsythe, Carly M. “Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System.” 2012. Masters Thesis, McMaster University. Accessed May 30, 2020. http://hdl.handle.net/11375/11922.

MLA Handbook (7th Edition):

Forsythe, Carly M. “Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System.” 2012. Web. 30 May 2020.

Vancouver:

Forsythe CM. Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System. [Internet] [Masters thesis]. McMaster University; 2012. [cited 2020 May 30]. Available from: http://hdl.handle.net/11375/11922.

Council of Science Editors:

Forsythe CM. Development of a Rigid Polyurethane Foam-Reinforced Resilient Masonry Wall System. [Masters Thesis]. McMaster University; 2012. Available from: http://hdl.handle.net/11375/11922


University of Minnesota

9. Overacker, Scott. Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties.

Degree: MS, Civil Engineering, 2019, University of Minnesota

 Power-actuated fasteners (PAFs) securing the cold-formed steel track to concrete slab connection in non-structural partition walls are a critical failure point in buildings in low… (more)

Subjects/Keywords: Concrete coarse aggregate; Out-of-plane; Partition wall; Powder-actuated; Power-actuated fastener (PAF); Toughness

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APA (6th Edition):

Overacker, S. (2019). Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/211710

Chicago Manual of Style (16th Edition):

Overacker, Scott. “Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties.” 2019. Masters Thesis, University of Minnesota. Accessed May 30, 2020. http://hdl.handle.net/11299/211710.

MLA Handbook (7th Edition):

Overacker, Scott. “Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties.” 2019. Web. 30 May 2020.

Vancouver:

Overacker S. Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties. [Internet] [Masters thesis]. University of Minnesota; 2019. [cited 2020 May 30]. Available from: http://hdl.handle.net/11299/211710.

Council of Science Editors:

Overacker S. Variations in Power-Actuated Fastener Shear Capacity with Respect to Concrete Coarse Aggregate Properties. [Masters Thesis]. University of Minnesota; 2019. Available from: http://hdl.handle.net/11299/211710


University of Melbourne

10. Paton-Cole, Vidal Patrick. Out-of-plane dynamic response behaviour of brick veneer steel-framed walls.

Degree: 2014, University of Melbourne

 The research presented in this thesis contributes towards the body of knowledge about the out-of-plane behaviour of brick veneer steel-framed domestic structures when subjected to… (more)

Subjects/Keywords: Steel-framed; brick veneer house; out-of-plane; seismic performance; brick ties; shaking table

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APA (6th Edition):

Paton-Cole, V. P. (2014). Out-of-plane dynamic response behaviour of brick veneer steel-framed walls. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/43011

Chicago Manual of Style (16th Edition):

Paton-Cole, Vidal Patrick. “Out-of-plane dynamic response behaviour of brick veneer steel-framed walls.” 2014. Doctoral Dissertation, University of Melbourne. Accessed May 30, 2020. http://hdl.handle.net/11343/43011.

MLA Handbook (7th Edition):

Paton-Cole, Vidal Patrick. “Out-of-plane dynamic response behaviour of brick veneer steel-framed walls.” 2014. Web. 30 May 2020.

Vancouver:

Paton-Cole VP. Out-of-plane dynamic response behaviour of brick veneer steel-framed walls. [Internet] [Doctoral dissertation]. University of Melbourne; 2014. [cited 2020 May 30]. Available from: http://hdl.handle.net/11343/43011.

Council of Science Editors:

Paton-Cole VP. Out-of-plane dynamic response behaviour of brick veneer steel-framed walls. [Doctoral Dissertation]. University of Melbourne; 2014. Available from: http://hdl.handle.net/11343/43011


Cal Poly

11. Herskedal, Nicholas Anthony. Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls.

Degree: MS, 2012, Cal Poly

  Interlocking compressed earth blocks (ICEBs) are cement stabilized soil blocks that allow for dry stacked construction. The incomplete understanding of the inelastic performance of… (more)

Subjects/Keywords: Compressed Earth Block; Dry Stack; Out-of-Plane; Interlocking Masonry; Structural Engineering

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

APA (6th Edition):

Herskedal, N. A. (2012). Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/916 ; 10.15368/theses.2012.235

Chicago Manual of Style (16th Edition):

Herskedal, Nicholas Anthony. “Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls.” 2012. Masters Thesis, Cal Poly. Accessed May 30, 2020. https://digitalcommons.calpoly.edu/theses/916 ; 10.15368/theses.2012.235.

MLA Handbook (7th Edition):

Herskedal, Nicholas Anthony. “Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls.” 2012. Web. 30 May 2020.

Vancouver:

Herskedal NA. Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2020 May 30]. Available from: https://digitalcommons.calpoly.edu/theses/916 ; 10.15368/theses.2012.235.

Council of Science Editors:

Herskedal NA. Investigation of Out-of-Plane Properties of Interlocking Compressed Earth Block Walls. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/916 ; 10.15368/theses.2012.235

12. Marino, Manuela Teresa Monia. Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano.

Degree: 2013, Università degli Studi di Catania

 Il presente lavoro vuole essere un contributo allo studio dei meccanismi di collasso di pannelli murari sollecitati fuori piano. In particolare si è voluto dare… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Masonry, out of plane seismic movements, friction strengths

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APA (6th Edition):

Marino, M. T. M. (2013). Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/1413

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):

Marino, Manuela Teresa Monia. “Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano.” 2013. Thesis, Università degli Studi di Catania. Accessed May 30, 2020. http://hdl.handle.net/10761/1413.

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

MLA Handbook (7th Edition):

Marino, Manuela Teresa Monia. “Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano.” 2013. Web. 30 May 2020.

Vancouver:

Marino MTM. Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano. [Internet] [Thesis]. Università degli Studi di Catania; 2013. [cited 2020 May 30]. Available from: http://hdl.handle.net/10761/1413.

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

Council of Science Editors:

Marino MTM. Il ruolo dell'attrito nella vulnerabilità sismica di edifici storici in muratura sollecitati fuori piano. [Thesis]. Università degli Studi di Catania; 2013. Available from: http://hdl.handle.net/10761/1413

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

13. MD KABIR HOSSAIN PATOARY. Strengthening of masonry walls against out-of-plane loads using FRP systems.

Degree: 2004, National University of Singapore

Subjects/Keywords: Fibre reinforced polymer (FRP); Strengthening; Masonry wall; Out-of plane behaviour; Blast resistance; Numerical modelling.

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APA (6th Edition):

PATOARY, M. K. H. (2004). Strengthening of masonry walls against out-of-plane loads using FRP systems. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13650

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):

PATOARY, MD KABIR HOSSAIN. “Strengthening of masonry walls against out-of-plane loads using FRP systems.” 2004. Thesis, National University of Singapore. Accessed May 30, 2020. http://scholarbank.nus.edu.sg/handle/10635/13650.

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

MLA Handbook (7th Edition):

PATOARY, MD KABIR HOSSAIN. “Strengthening of masonry walls against out-of-plane loads using FRP systems.” 2004. Web. 30 May 2020.

Vancouver:

PATOARY MKH. Strengthening of masonry walls against out-of-plane loads using FRP systems. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2020 May 30]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13650.

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

Council of Science Editors:

PATOARY MKH. Strengthening of masonry walls against out-of-plane loads using FRP systems. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13650

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

14. Bui, Tan Trung. Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study.

Degree: Docteur es, Génie civil, 2013, INSA Lyon

Cette contribution, en s’appuyant sur expérimentation et modélisation numérique, vise à une meilleure compréhension du comportement de structures en maçonnerie. Nous traitons tout d’abord le… (more)

Subjects/Keywords: Voile de maçonnerie; Mur de maçonnerie; Charge hors plan; Avalanche dynamique; Explosion; Séisme; Comportement mécanique; Modélisation; Méthode des éléments discrets; Masonry shell; Masonry wall; Out of plane load; Explosion; Seism; Mechanical behavior; Modeling; Discrete element method; 624.183 072

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

APA (6th Edition):

Bui, T. T. (2013). Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study. (Doctoral Dissertation). INSA Lyon. Retrieved from http://www.theses.fr/2013ISAL0046

Chicago Manual of Style (16th Edition):

Bui, Tan Trung. “Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study.” 2013. Doctoral Dissertation, INSA Lyon. Accessed May 30, 2020. http://www.theses.fr/2013ISAL0046.

MLA Handbook (7th Edition):

Bui, Tan Trung. “Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study.” 2013. Web. 30 May 2020.

Vancouver:

Bui TT. Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study. [Internet] [Doctoral dissertation]. INSA Lyon; 2013. [cited 2020 May 30]. Available from: http://www.theses.fr/2013ISAL0046.

Council of Science Editors:

Bui TT. Etude expérimentale et numérique du comportement des voiles en maçonnerie soumis à un chargement hors plan : Masonry walls submitted to out-of-plane loading : experimental and numerical study. [Doctoral Dissertation]. INSA Lyon; 2013. Available from: http://www.theses.fr/2013ISAL0046

15. SAMSU SUKAIMI HENDRA. Strengthening of masonry walls against out-of-plane loads using cementitious composite materials.

Degree: 2007, National University of Singapore

Subjects/Keywords: fiber-reinforced composites; ferrocement; masonry strengthening; out-of-plane behavior; punching shear; flexural strength

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APA (6th Edition):

HENDRA, S. S. (2007). Strengthening of masonry walls against out-of-plane loads using cementitious composite materials. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/23090

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):

HENDRA, SAMSU SUKAIMI. “Strengthening of masonry walls against out-of-plane loads using cementitious composite materials.” 2007. Thesis, National University of Singapore. Accessed May 30, 2020. http://scholarbank.nus.edu.sg/handle/10635/23090.

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

MLA Handbook (7th Edition):

HENDRA, SAMSU SUKAIMI. “Strengthening of masonry walls against out-of-plane loads using cementitious composite materials.” 2007. Web. 30 May 2020.

Vancouver:

HENDRA SS. Strengthening of masonry walls against out-of-plane loads using cementitious composite materials. [Internet] [Thesis]. National University of Singapore; 2007. [cited 2020 May 30]. Available from: http://scholarbank.nus.edu.sg/handle/10635/23090.

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

Council of Science Editors:

HENDRA SS. Strengthening of masonry walls against out-of-plane loads using cementitious composite materials. [Thesis]. National University of Singapore; 2007. Available from: http://scholarbank.nus.edu.sg/handle/10635/23090

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


University of Western Ontario

16. Li, Tingjie. An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses.

Degree: 2012, University of Western Ontario

 Medical diagnostics plays a critical role in human healthcare. Blood analysis is one of the most common clinical diagnostic assays. Biomedical engineers have been developing… (more)

Subjects/Keywords: Lab-on-a-CD; point-of-care; blood analyses; out-of-plane microvalves; electrochemical detection.; Electro-Mechanical Systems

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APA (6th Edition):

Li, T. (2012). An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/696

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):

Li, Tingjie. “An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses.” 2012. Thesis, University of Western Ontario. Accessed May 30, 2020. https://ir.lib.uwo.ca/etd/696.

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

MLA Handbook (7th Edition):

Li, Tingjie. “An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses.” 2012. Web. 30 May 2020.

Vancouver:

Li T. An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses. [Internet] [Thesis]. University of Western Ontario; 2012. [cited 2020 May 30]. Available from: https://ir.lib.uwo.ca/etd/696.

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

Council of Science Editors:

Li T. An Automated Lab-on-a-CD System for Parallel Whole Blood Analyses. [Thesis]. University of Western Ontario; 2012. Available from: https://ir.lib.uwo.ca/etd/696

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


University of Ottawa

17. Bagheri, Mohammad Mehdi. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .

Degree: 2018, University of Ottawa

 The behavior of wood shear walls has been the focus of researchers and engineers for many years due to their availability in the North American… (more)

Subjects/Keywords: Light Frame Wood Shear Walls; Deflection and Stiffness of Wood Shear Walls; Cumulative Effects; Diaphragm Out-of-Plane Stiffness

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APA (6th Edition):

Bagheri, M. M. (2018). Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37946

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):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Thesis, University of Ottawa. Accessed May 30, 2020. http://hdl.handle.net/10393/37946.

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

MLA Handbook (7th Edition):

Bagheri, Mohammad Mehdi. “Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls .” 2018. Web. 30 May 2020.

Vancouver:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2020 May 30]. Available from: http://hdl.handle.net/10393/37946.

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

Council of Science Editors:

Bagheri MM. Study of Deflection of Single and Multi-Storey Light Frame Wood Shear Walls . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37946

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


Louisiana State University

18. Oghumu, Stanley Onyema. Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels.

Degree: MSCE, Civil and Environmental Engineering, 2005, Louisiana State University

 In the USA alone, about 27% of the bridges are classified as structurally deficient or functionally obsolete. Bridge owners are continually investigating methods to effectively… (more)

Subjects/Keywords: face laminates; sinusoidal wave core; equivalent properties; out-of-plane; in-plane

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APA (6th Edition):

Oghumu, S. O. (2005). Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels. (Masters Thesis). Louisiana State University. Retrieved from etd-04122005-142648 ; https://digitalcommons.lsu.edu/gradschool_theses/1886

Chicago Manual of Style (16th Edition):

Oghumu, Stanley Onyema. “Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels.” 2005. Masters Thesis, Louisiana State University. Accessed May 30, 2020. etd-04122005-142648 ; https://digitalcommons.lsu.edu/gradschool_theses/1886.

MLA Handbook (7th Edition):

Oghumu, Stanley Onyema. “Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels.” 2005. Web. 30 May 2020.

Vancouver:

Oghumu SO. Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels. [Internet] [Masters thesis]. Louisiana State University; 2005. [cited 2020 May 30]. Available from: etd-04122005-142648 ; https://digitalcommons.lsu.edu/gradschool_theses/1886.

Council of Science Editors:

Oghumu SO. Finite element modeling approach and performance evaluation of fiber reinforced polymer sandwich bridge panels. [Masters Thesis]. Louisiana State University; 2005. Available from: etd-04122005-142648 ; https://digitalcommons.lsu.edu/gradschool_theses/1886

19. Dasambiagio, Evandro Rossi. Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos.

Degree: Mestrado, Engenharia de Estruturas, 2008, University of São Paulo

Este trabalho apresenta uma teoria de barras não-linear geometricamente exata, com multi-parâmetros para a representação geral de deslocamentos no plano da seção transversal (distorção) e… (more)

Subjects/Keywords: Barras; Deformação estrutural; Finite element method; Finite strain; In-plane changes; Mecânica das estruturas; Método dos elementos finitos; Out-of-plane changes; Rod Theory

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APA (6th Edition):

Dasambiagio, E. R. (2008). Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3144/tde-25092008-122259/ ;

Chicago Manual of Style (16th Edition):

Dasambiagio, Evandro Rossi. “Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos.” 2008. Masters Thesis, University of São Paulo. Accessed May 30, 2020. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-25092008-122259/ ;.

MLA Handbook (7th Edition):

Dasambiagio, Evandro Rossi. “Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos.” 2008. Web. 30 May 2020.

Vancouver:

Dasambiagio ER. Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2020 May 30]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-25092008-122259/ ;.

Council of Science Editors:

Dasambiagio ER. Um modelo geometricamente exato de barras com grandes deformações, que considera a distorção e o empenamento geral da seção transversal, e sua discretização pelo método dos elementos finitos. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/3/3144/tde-25092008-122259/ ;


University of Edinburgh

20. Martínez Pérez, Imanol. Computational fatigue assessment of mooring chains accounting for residual stresses.

Degree: PhD, 2019, University of Edinburgh

 Mooring chains are used to keep dynamically floating structures on a fixed geographical position within a specified tolerance. Chains for permanent moorings have been traditionally… (more)

Subjects/Keywords: mooring chains; fatigue; manufacturing; service life; Dang Van fatigue criterion; critical plane methods; Finite Element Analysis; fatigue assessment method; twisting; Out-of-Plane Bending; fatigue crack initiation

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APA (6th Edition):

Martínez Pérez, I. (2019). Computational fatigue assessment of mooring chains accounting for residual stresses. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/35912

Chicago Manual of Style (16th Edition):

Martínez Pérez, Imanol. “Computational fatigue assessment of mooring chains accounting for residual stresses.” 2019. Doctoral Dissertation, University of Edinburgh. Accessed May 30, 2020. http://hdl.handle.net/1842/35912.

MLA Handbook (7th Edition):

Martínez Pérez, Imanol. “Computational fatigue assessment of mooring chains accounting for residual stresses.” 2019. Web. 30 May 2020.

Vancouver:

Martínez Pérez I. Computational fatigue assessment of mooring chains accounting for residual stresses. [Internet] [Doctoral dissertation]. University of Edinburgh; 2019. [cited 2020 May 30]. Available from: http://hdl.handle.net/1842/35912.

Council of Science Editors:

Martínez Pérez I. Computational fatigue assessment of mooring chains accounting for residual stresses. [Doctoral Dissertation]. University of Edinburgh; 2019. Available from: http://hdl.handle.net/1842/35912


University of Utah

21. Ford, Kurtis Ross. Compliant microjoint replacements.

Degree: MS, Mechanical Engineering, 2011, University of Utah

 Contact surfaces in micromechanical pin joints, hinges, and sliders introduce stiction and friction that disrupt motion in micro-electromechanical systems (MEMS). This thesis presents compliant design… (more)

Subjects/Keywords: Micro compliant bistable mechanism; Micro-compliant linkage; Mircohinge; Out-of-plane spiral actuator; Remote actuation; Scanning electron microscope; Compliant microjoints

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APA (6th Edition):

Ford, K. R. (2011). Compliant microjoint replacements. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/607/rec/520

Chicago Manual of Style (16th Edition):

Ford, Kurtis Ross. “Compliant microjoint replacements.” 2011. Masters Thesis, University of Utah. Accessed May 30, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/607/rec/520.

MLA Handbook (7th Edition):

Ford, Kurtis Ross. “Compliant microjoint replacements.” 2011. Web. 30 May 2020.

Vancouver:

Ford KR. Compliant microjoint replacements. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2020 May 30]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/607/rec/520.

Council of Science Editors:

Ford KR. Compliant microjoint replacements. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/607/rec/520


University of Victoria

22. Austin, Melanie Elizabeth. Modelling three-dimensional sound propagation in wedge environments.

Degree: School of Earth and Ocean Sciences, 2012, University of Victoria

 Ocean environments with sloped seafloors can give rise to sound paths that do not remain in a constant plane of propagation. Numerical modelling of sound… (more)

Subjects/Keywords: three-dimensional sound propagation; parabolic equation modelling; underwater sound propagation; bathymetric effects; out-of-plane effects

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APA (6th Edition):

Austin, M. E. (2012). Modelling three-dimensional sound propagation in wedge environments. (Thesis). University of Victoria. Retrieved from http://hdl.handle.net/1828/3906

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):

Austin, Melanie Elizabeth. “Modelling three-dimensional sound propagation in wedge environments.” 2012. Thesis, University of Victoria. Accessed May 30, 2020. http://hdl.handle.net/1828/3906.

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

MLA Handbook (7th Edition):

Austin, Melanie Elizabeth. “Modelling three-dimensional sound propagation in wedge environments.” 2012. Web. 30 May 2020.

Vancouver:

Austin ME. Modelling three-dimensional sound propagation in wedge environments. [Internet] [Thesis]. University of Victoria; 2012. [cited 2020 May 30]. Available from: http://hdl.handle.net/1828/3906.

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

Council of Science Editors:

Austin ME. Modelling three-dimensional sound propagation in wedge environments. [Thesis]. University of Victoria; 2012. Available from: http://hdl.handle.net/1828/3906

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


Université de Grenoble

23. Lacoste, Bertrand. Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques.

Degree: Docteur es, Physique, 2013, Université de Grenoble

Les mémoires magnétiques à couple de transfert de spin (STTRAM) sont des mémoires vives non-volatiles et endurantes très prometteuses pour remplacer les mémoires à base… (more)

Subjects/Keywords: Spintronique; Jonction tunnel magnétique; Précession hors du plan; ,Polariseur perpendiculaire; Spintronics; Magnetic tunnel junction; Out-of-plane precession; Perpendicular polarizer; 530

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APA (6th Edition):

Lacoste, B. (2013). Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2013GRENY039

Chicago Manual of Style (16th Edition):

Lacoste, Bertrand. “Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques.” 2013. Doctoral Dissertation, Université de Grenoble. Accessed May 30, 2020. http://www.theses.fr/2013GRENY039.

MLA Handbook (7th Edition):

Lacoste, Bertrand. “Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques.” 2013. Web. 30 May 2020.

Vancouver:

Lacoste B. Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques. [Internet] [Doctoral dissertation]. Université de Grenoble; 2013. [cited 2020 May 30]. Available from: http://www.theses.fr/2013GRENY039.

Council of Science Editors:

Lacoste B. Mastering the influence of thermal fluctuations on the magnetization switching dynamics of spintronic devices : Maitrise de l'influence des fluctuations thermiques sur la dynamique de commutation des dispositifs spintroniques. [Doctoral Dissertation]. Université de Grenoble; 2013. Available from: http://www.theses.fr/2013GRENY039


Loughborough University

24. Panchal, Dhaval. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.

Degree: PhD, 2017, Loughborough University

 Three-dimensionally woven composites are a relatively new class of material that offer improved out-of-plane performance by including through-the-thickness mechanical reinforcement compared to traditional laminated composite… (more)

Subjects/Keywords: 3D woven composites; Out-of-plane; Five-point bending; Orthogonal weave; Angle weave; Digital Image Correlation; Mosaic modelling method

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APA (6th Edition):

Panchal, D. (2017). Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/33284 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747915

Chicago Manual of Style (16th Edition):

Panchal, Dhaval. “Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.” 2017. Doctoral Dissertation, Loughborough University. Accessed May 30, 2020. https://dspace.lboro.ac.uk/2134/33284 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747915.

MLA Handbook (7th Edition):

Panchal, Dhaval. “Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.” 2017. Web. 30 May 2020.

Vancouver:

Panchal D. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. [Internet] [Doctoral dissertation]. Loughborough University; 2017. [cited 2020 May 30]. Available from: https://dspace.lboro.ac.uk/2134/33284 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747915.

Council of Science Editors:

Panchal D. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. [Doctoral Dissertation]. Loughborough University; 2017. Available from: https://dspace.lboro.ac.uk/2134/33284 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747915

25. Perdigou, Claude. Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow.

Degree: Docteur es, Mécanique, 2015, Université Pierre et Marie Curie – Paris VI

Nous étudions un rideau visqueux en écoulement vertical. Un injecteur situé en haut du domaine forme un écoulement ouvert composé d'un liquide visqueux homogène qui… (more)

Subjects/Keywords: Nappes visqueuses; Élasticité non linéaire; Flambage; Analogie Stokes-Rayleigh; Éléments finis; Écoulements ouverts en cisaillement; Viscous fluid; Out-of-plane; 531.4

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APA (6th Edition):

Perdigou, C. (2015). Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow. (Doctoral Dissertation). Université Pierre et Marie Curie – Paris VI. Retrieved from http://www.theses.fr/2015PA066136

Chicago Manual of Style (16th Edition):

Perdigou, Claude. “Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow.” 2015. Doctoral Dissertation, Université Pierre et Marie Curie – Paris VI. Accessed May 30, 2020. http://www.theses.fr/2015PA066136.

MLA Handbook (7th Edition):

Perdigou, Claude. “Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow.” 2015. Web. 30 May 2020.

Vancouver:

Perdigou C. Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow. [Internet] [Doctoral dissertation]. Université Pierre et Marie Curie – Paris VI; 2015. [cited 2020 May 30]. Available from: http://www.theses.fr/2015PA066136.

Council of Science Editors:

Perdigou C. Stabilité des nappes visqueuses en écoulement ouvert : Stability of viscous sheets in open flow. [Doctoral Dissertation]. Université Pierre et Marie Curie – Paris VI; 2015. Available from: http://www.theses.fr/2015PA066136


University of Adelaide

26. Vaculik, Jaroslav. Unreinforced masonry walls subjected to out-of-plane seismic actions.

Degree: 2012, University of Adelaide

 During a seismic event, the walls within an unreinforced masonry (URM) building must possess sufficient capacity to withstand out-of-plane collapse. Traditionally, design against this type… (more)

Subjects/Keywords: unreinforced masonry; out-of-plane bending; seismic design; two-way spanning walls; experimental testing; displacement-based analysis

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

APA (6th Edition):

Vaculik, J. (2012). Unreinforced masonry walls subjected to out-of-plane seismic actions. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/77089

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):

Vaculik, Jaroslav. “Unreinforced masonry walls subjected to out-of-plane seismic actions.” 2012. Thesis, University of Adelaide. Accessed May 30, 2020. http://hdl.handle.net/2440/77089.

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

MLA Handbook (7th Edition):

Vaculik, Jaroslav. “Unreinforced masonry walls subjected to out-of-plane seismic actions.” 2012. Web. 30 May 2020.

Vancouver:

Vaculik J. Unreinforced masonry walls subjected to out-of-plane seismic actions. [Internet] [Thesis]. University of Adelaide; 2012. [cited 2020 May 30]. Available from: http://hdl.handle.net/2440/77089.

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

Council of Science Editors:

Vaculik J. Unreinforced masonry walls subjected to out-of-plane seismic actions. [Thesis]. University of Adelaide; 2012. Available from: http://hdl.handle.net/2440/77089

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


McMaster University

27. Wybenga, Brent M. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.

Degree: MASc, 2014, McMaster University

The focus of this study is on evaluating the performance of nine, one-third scale, arching, reinforced masonry (RM) walls subjected to blast loads and… (more)

Subjects/Keywords: arching; blast loading; blast scaling; experimental testing; out-of-plane; reinforced masonry; Civil Engineering; Structural Engineering; Civil Engineering

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APA (6th Edition):

Wybenga, B. M. (2014). Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/14135

Chicago Manual of Style (16th Edition):

Wybenga, Brent M. “Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.” 2014. Masters Thesis, McMaster University. Accessed May 30, 2020. http://hdl.handle.net/11375/14135.

MLA Handbook (7th Edition):

Wybenga, Brent M. “Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.” 2014. Web. 30 May 2020.

Vancouver:

Wybenga BM. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. [Internet] [Masters thesis]. McMaster University; 2014. [cited 2020 May 30]. Available from: http://hdl.handle.net/11375/14135.

Council of Science Editors:

Wybenga BM. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. [Masters Thesis]. McMaster University; 2014. Available from: http://hdl.handle.net/11375/14135


McMaster University

28. Salem, Shady. RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS.

Degree: PhD, 2018, McMaster University

The use of fully grouted reinforced masonry shear walls (RMSWs) has been growing in several areas around the world owing to their relative ease of… (more)

Subjects/Keywords: resilience surface; reinforced masonry; recovery time; functionality loss; out-of-plane; resistance function; fragility surface; blast risk; Nonlinear analysis; Axial load

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

APA (6th Edition):

Salem, S. (2018). RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/23703

Chicago Manual of Style (16th Edition):

Salem, Shady. “RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS.” 2018. Doctoral Dissertation, McMaster University. Accessed May 30, 2020. http://hdl.handle.net/11375/23703.

MLA Handbook (7th Edition):

Salem, Shady. “RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS.” 2018. Web. 30 May 2020.

Vancouver:

Salem S. RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS. [Internet] [Doctoral dissertation]. McMaster University; 2018. [cited 2020 May 30]. Available from: http://hdl.handle.net/11375/23703.

Council of Science Editors:

Salem S. RESILIENCE-BASED BLAST DESIGN OF REINFORCED CONCRETE MASONRY SYSTEMS. [Doctoral Dissertation]. McMaster University; 2018. Available from: http://hdl.handle.net/11375/23703

29. Van Dam, J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.

Degree: 2015, Delft University of Technology

 This study investigates four numerical models to approximate the static and dynamic resistance of an unreinforced masonry wall loaded in one-way out-of-plane bending. From validation… (more)

Subjects/Keywords: out-of-plane bending; unreinforced masonry; numerical validation; shell elements; earthquake loading; one-way bending; micro-modelling; interface stiffness

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APA (6th Edition):

Van Dam, J. (2015). Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2

Chicago Manual of Style (16th Edition):

Van Dam, J. “Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.” 2015. Masters Thesis, Delft University of Technology. Accessed May 30, 2020. http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2.

MLA Handbook (7th Edition):

Van Dam, J. “Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:.” 2015. Web. 30 May 2020.

Vancouver:

Van Dam J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 May 30]. Available from: http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2.

Council of Science Editors:

Van Dam J. Validation of efficient numerical model for out-of-plane bending of unreinforced masonry walls:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:25be8f0b-dcde-4ce3-a7f2-43d3215c70d2


Loughborough University

30. Panchal, Dhaval. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.

Degree: PhD, 2017, Loughborough University

 Three-dimensionally woven composites are a relatively new class of material that offer improved out-of-plane performance by including through-the-thickness mechanical reinforcement compared to traditional laminated composite… (more)

Subjects/Keywords: 3D woven composites; Out-of-plane; Five-point bending; Orthogonal weave; Angle weave; Digital Image Correlation; Mosaic modelling method

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

APA (6th Edition):

Panchal, D. (2017). Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/33284

Chicago Manual of Style (16th Edition):

Panchal, Dhaval. “Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.” 2017. Doctoral Dissertation, Loughborough University. Accessed May 30, 2020. http://hdl.handle.net/2134/33284.

MLA Handbook (7th Edition):

Panchal, Dhaval. “Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading.” 2017. Web. 30 May 2020.

Vancouver:

Panchal D. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. [Internet] [Doctoral dissertation]. Loughborough University; 2017. [cited 2020 May 30]. Available from: http://hdl.handle.net/2134/33284.

Council of Science Editors:

Panchal D. Failure and damage progression of 3D woven composite structures subjected to out-of-plane loading. [Doctoral Dissertation]. Loughborough University; 2017. Available from: http://hdl.handle.net/2134/33284

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