Advanced search options

Advanced Search Options 🞨

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

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Arching). Showing records 1 – 30 of 40 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

Levels

▼ Search Limiters

1. Miranda Orellana, Henry Paul 1974-. Out-of-plane behaviour of concrete block walls with unbonded reinforcement.

Degree: 2019, University of Saskatchewan

 The use of grout in conventional reinforced masonry construction increases the cost and time of construction but, when used in combination with reinforcing steel, allows… (more)

Subjects/Keywords: unbonded; arching

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Miranda Orellana, H. P. 1. (2019). Out-of-plane behaviour of concrete block walls with unbonded reinforcement. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11981

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):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Thesis, University of Saskatchewan. Accessed January 29, 2020. http://hdl.handle.net/10388/11981.

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

MLA Handbook (7th Edition):

Miranda Orellana, Henry Paul 1974-. “Out-of-plane behaviour of concrete block walls with unbonded reinforcement.” 2019. Web. 29 Jan 2020.

Vancouver:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10388/11981.

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

Council of Science Editors:

Miranda Orellana HP1. Out-of-plane behaviour of concrete block walls with unbonded reinforcement. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/11981

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


University of Cambridge

2. da Silva, Talia Simone. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.

Degree: PhD, 2018, University of Cambridge

 Understanding the deformation mechanisms of soils and geosynthetics in response to the formation of a void below a geosynthetic-reinforced soil is crucial to provide efficient… (more)

Subjects/Keywords: geosynthetic; centrifuge; arching; void; sinkhole

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

da Silva, T. S. (2018). Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/274675 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744676

Chicago Manual of Style (16th Edition):

da Silva, Talia Simone. “Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.” 2018. Doctoral Dissertation, University of Cambridge. Accessed January 29, 2020. https://www.repository.cam.ac.uk/handle/1810/274675 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744676.

MLA Handbook (7th Edition):

da Silva, Talia Simone. “Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.” 2018. Web. 29 Jan 2020.

Vancouver:

da Silva TS. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. [Internet] [Doctoral dissertation]. University of Cambridge; 2018. [cited 2020 Jan 29]. Available from: https://www.repository.cam.ac.uk/handle/1810/274675 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744676.

Council of Science Editors:

da Silva TS. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. [Doctoral Dissertation]. University of Cambridge; 2018. Available from: https://www.repository.cam.ac.uk/handle/1810/274675 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744676


University of Cambridge

3. da Silva, Talia Simone. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.

Degree: PhD, 2018, University of Cambridge

 Understanding the deformation mechanisms of soils and geosynthetics in response to the formation of a void below a geosynthetic-reinforced soil is crucial to provide efficient… (more)

Subjects/Keywords: geosynthetic; centrifuge; arching; void; sinkhole

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

da Silva, T. S. (2018). Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/274675

Chicago Manual of Style (16th Edition):

da Silva, Talia Simone. “Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.” 2018. Doctoral Dissertation, University of Cambridge. Accessed January 29, 2020. https://www.repository.cam.ac.uk/handle/1810/274675.

MLA Handbook (7th Edition):

da Silva, Talia Simone. “Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids.” 2018. Web. 29 Jan 2020.

Vancouver:

da Silva TS. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. [Internet] [Doctoral dissertation]. University of Cambridge; 2018. [cited 2020 Jan 29]. Available from: https://www.repository.cam.ac.uk/handle/1810/274675.

Council of Science Editors:

da Silva TS. Centrifuge modelling of the behaviour of geosynthetic-reinforced soils above voids. [Doctoral Dissertation]. University of Cambridge; 2018. Available from: https://www.repository.cam.ac.uk/handle/1810/274675


University of Toronto

4. Wu, Sixian. Rational Modeling of Arching Action in Laterally Restrained Beams.

Degree: 2013, University of Toronto

It is well known that arching action in reinforced concrete slabs resulting from surrounding restraining elements is responsible for much greater collapse loads than those… (more)

Subjects/Keywords: Arching Action; Reinforced Concrete; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Wu, S. (2013). Rational Modeling of Arching Action in Laterally Restrained Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35148

Chicago Manual of Style (16th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Masters Thesis, University of Toronto. Accessed January 29, 2020. http://hdl.handle.net/1807/35148.

MLA Handbook (7th Edition):

Wu, Sixian. “Rational Modeling of Arching Action in Laterally Restrained Beams.” 2013. Web. 29 Jan 2020.

Vancouver:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1807/35148.

Council of Science Editors:

Wu S. Rational Modeling of Arching Action in Laterally Restrained Beams. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35148


University of Newcastle

5. Guo, Jie. Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface.

Degree: PhD, 2014, University of Newcastle

Research Doctorate - Doctor of Philosophy (PhD)

Since the era of industrialization, the handling of materials in bulk form has become a necessary process for… (more)

Subjects/Keywords: arching behavior; plane-flow hopper; hopper/feeder interface; stress field

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Guo, J. (2014). Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface. (Doctoral Dissertation). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1047959

Chicago Manual of Style (16th Edition):

Guo, Jie. “Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface.” 2014. Doctoral Dissertation, University of Newcastle. Accessed January 29, 2020. http://hdl.handle.net/1959.13/1047959.

MLA Handbook (7th Edition):

Guo, Jie. “Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface.” 2014. Web. 29 Jan 2020.

Vancouver:

Guo J. Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface. [Internet] [Doctoral dissertation]. University of Newcastle; 2014. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1959.13/1047959.

Council of Science Editors:

Guo J. Investigation of arching behaviour under surcharge pressure in mass-flow bins and stress states at hopper/feeder interface. [Doctoral Dissertation]. University of Newcastle; 2014. Available from: http://hdl.handle.net/1959.13/1047959


University of Adelaide

6. Khatami, Hamidreza. A study of arching effect in soils incorporating receycled tyres.

Degree: 2018, University of Adelaide

 The term ‘arching effect’ refers to the phenomenon of stress redistribution in granular materials because of induced differential displacements and/or significant stiffness difference between the… (more)

Subjects/Keywords: Arching effect; rubber-sand; digital image correlation; stress; deformation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khatami, H. (2018). A study of arching effect in soils incorporating receycled tyres. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/118117

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):

Khatami, Hamidreza. “A study of arching effect in soils incorporating receycled tyres.” 2018. Thesis, University of Adelaide. Accessed January 29, 2020. http://hdl.handle.net/2440/118117.

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

MLA Handbook (7th Edition):

Khatami, Hamidreza. “A study of arching effect in soils incorporating receycled tyres.” 2018. Web. 29 Jan 2020.

Vancouver:

Khatami H. A study of arching effect in soils incorporating receycled tyres. [Internet] [Thesis]. University of Adelaide; 2018. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/2440/118117.

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

Council of Science Editors:

Khatami H. A study of arching effect in soils incorporating receycled tyres. [Thesis]. University of Adelaide; 2018. Available from: http://hdl.handle.net/2440/118117

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


University of Kansas

7. Al-Naddaf, Mahdi Abbas Mahdi. INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2019, University of Kansas

 Soil arching exists in many geotechnical applications, including tunnels, buried pipes and culverts, and Geosynthetic-Reinforced Pile-Supported (GRPS) embankments. The existence of these buried structures or… (more)

Subjects/Keywords: Civil engineering; Geosynthetics; Pile supported embankments; Soil arching; Surface loading; Trapdoor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Naddaf, M. A. M. (2019). INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/29698

Chicago Manual of Style (16th Edition):

Al-Naddaf, Mahdi Abbas Mahdi. “INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING.” 2019. Doctoral Dissertation, University of Kansas. Accessed January 29, 2020. http://hdl.handle.net/1808/29698.

MLA Handbook (7th Edition):

Al-Naddaf, Mahdi Abbas Mahdi. “INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING.” 2019. Web. 29 Jan 2020.

Vancouver:

Al-Naddaf MAM. INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING. [Internet] [Doctoral dissertation]. University of Kansas; 2019. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1808/29698.

Council of Science Editors:

Al-Naddaf MAM. INVESTIGATION OF SOIL ARCHING UNDER DIFFERENT MODES OF SOIL MOVEMENT AND SURFACE LOADING. [Doctoral Dissertation]. University of Kansas; 2019. Available from: http://hdl.handle.net/1808/29698


Delft University of Technology

8. Den Boogert, T.J.M. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.

Degree: 2011, Delft University of Technology

 In the last few years, the CUR committee 159B has been working on the new Dutch Design Guideline for the design of piled embankments. To… (more)

Subjects/Keywords: plaxis 3D tunnel; piled embankment; geosynthetic reinforcement; scale test; arching

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Den Boogert, T. J. M. (2011). Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0

Chicago Manual of Style (16th Edition):

Den Boogert, T J M. “Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.” 2011. Masters Thesis, Delft University of Technology. Accessed January 29, 2020. http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0.

MLA Handbook (7th Edition):

Den Boogert, T J M. “Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:.” 2011. Web. 29 Jan 2020.

Vancouver:

Den Boogert TJM. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Jan 29]. Available from: http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0.

Council of Science Editors:

Den Boogert TJM. Piled embankments with geosynthetic reinforcement: numerical analysis of scale model tests:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:05ed172b-dcfc-4752-b575-0d155a6bb4a0


University of Toronto

9. Mansour, Rami. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.

Degree: 2016, University of Toronto

In this thesis, an analytical model for predicting the response of laterally restrained, reinforced concrete beams and slab strips is proposed. This model is formulated… (more)

Subjects/Keywords: Arching Action; Beam; Membrane Action; Reinforced Concrete; Slab; 0537

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mansour, R. (2016). An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/72742

Chicago Manual of Style (16th Edition):

Mansour, Rami. “An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.” 2016. Masters Thesis, University of Toronto. Accessed January 29, 2020. http://hdl.handle.net/1807/72742.

MLA Handbook (7th Edition):

Mansour, Rami. “An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.” 2016. Web. 29 Jan 2020.

Vancouver:

Mansour R. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1807/72742.

Council of Science Editors:

Mansour R. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/72742


University of Manitoba

10. Klowak, Chad Steven. Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load.

Degree: Civil Engineering, 2015, University of Manitoba

 Engineers proposed the idea that arching action present may be present in bridge deck cantilever slab overhangs, stiffened along their longitudinal free edge via a… (more)

Subjects/Keywords: Cantilver Slab Overhang; Arching Action; Static Wheel Load; Fatigue Wheel Load

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Klowak, C. S. (2015). Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30859

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):

Klowak, Chad Steven. “Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load.” 2015. Thesis, University of Manitoba. Accessed January 29, 2020. http://hdl.handle.net/1993/30859.

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

MLA Handbook (7th Edition):

Klowak, Chad Steven. “Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load.” 2015. Web. 29 Jan 2020.

Vancouver:

Klowak CS. Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1993/30859.

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

Council of Science Editors:

Klowak CS. Examining the presence of arching action in edge-stiffened cantilever slab overhangs subjected to a static and fatigue wheel load. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30859

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


University of Manitoba

11. Guan, Wei. Effect of compaction on strength and arching of cohesive material in storage bins.

Degree: Biosystems Engineering, 2010, University of Manitoba

 An experimental study was carried out to determine the effect of compaction on arching of wheat flour in storage. A model bin 475 mm in… (more)

Subjects/Keywords: wheat flour; internal friction; cohesion; unconfined yield strength; arching; compaction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Guan, W. (2010). Effect of compaction on strength and arching of cohesive material in storage bins. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/3964

Chicago Manual of Style (16th Edition):

Guan, Wei. “Effect of compaction on strength and arching of cohesive material in storage bins.” 2010. Masters Thesis, University of Manitoba. Accessed January 29, 2020. http://hdl.handle.net/1993/3964.

MLA Handbook (7th Edition):

Guan, Wei. “Effect of compaction on strength and arching of cohesive material in storage bins.” 2010. Web. 29 Jan 2020.

Vancouver:

Guan W. Effect of compaction on strength and arching of cohesive material in storage bins. [Internet] [Masters thesis]. University of Manitoba; 2010. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1993/3964.

Council of Science Editors:

Guan W. Effect of compaction on strength and arching of cohesive material in storage bins. [Masters Thesis]. University of Manitoba; 2010. Available from: http://hdl.handle.net/1993/3964


North Carolina State University

12. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 29, 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. 29 Jan 2020.

Vancouver:

Lunn DS. Behavior of Infill Masonry Walls Strengthened with FRP Materials. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Jan 29]. 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


University of Western Australia

13. Taenaka, Shinji. Development and optimisation of steel piled foundations.

Degree: PhD, 2013, University of Western Australia

[Truncated abstract] Steel piles are used widely for piled foundations. Many findings about the behavioural mechanisms of piled foundations have been revealed through a variety… (more)

Subjects/Keywords: Piled foundations; Sand; Shape effect; Stress change; Arching effect; Centrifuge modelling; H-piles; Sheet piles

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Taenaka, S. (2013). Development and optimisation of steel piled foundations. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40283&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Taenaka, Shinji. “Development and optimisation of steel piled foundations.” 2013. Doctoral Dissertation, University of Western Australia. Accessed January 29, 2020. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40283&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Taenaka, Shinji. “Development and optimisation of steel piled foundations.” 2013. Web. 29 Jan 2020.

Vancouver:

Taenaka S. Development and optimisation of steel piled foundations. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2020 Jan 29]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40283&local_base=GEN01-INS01.

Council of Science Editors:

Taenaka S. Development and optimisation of steel piled foundations. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=40283&local_base=GEN01-INS01


University of Western Ontario

14. Abuhajar, Osama Salem A. Static and Seismic Soil Culvert Interaction.

Degree: 2013, University of Western Ontario

 Failures of box culverts under static and earthquake loads can cause significant economic loss. Therefore, it is important to investigate the soil-culvert interaction of box… (more)

Subjects/Keywords: Soil arching; Soil Culvert Interaction; Box culvert; Sand; Foundation; Earthquakes; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Abuhajar, O. S. A. (2013). Static and Seismic Soil Culvert Interaction. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/1659

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):

Abuhajar, Osama Salem A. “Static and Seismic Soil Culvert Interaction.” 2013. Thesis, University of Western Ontario. Accessed January 29, 2020. https://ir.lib.uwo.ca/etd/1659.

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

MLA Handbook (7th Edition):

Abuhajar, Osama Salem A. “Static and Seismic Soil Culvert Interaction.” 2013. Web. 29 Jan 2020.

Vancouver:

Abuhajar OSA. Static and Seismic Soil Culvert Interaction. [Internet] [Thesis]. University of Western Ontario; 2013. [cited 2020 Jan 29]. Available from: https://ir.lib.uwo.ca/etd/1659.

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

Council of Science Editors:

Abuhajar OSA. Static and Seismic Soil Culvert Interaction. [Thesis]. University of Western Ontario; 2013. Available from: https://ir.lib.uwo.ca/etd/1659

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


McMaster University

15. Seyedrezai, Seyedehshadi. MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS.

Degree: MASc, 2011, McMaster University

Masonry is one of the most commonly used materials in building construction throughout the world. Unreinforced masonry (URM) walls typically have very low flexural… (more)

Subjects/Keywords: arching; masonry; blast; finite element modeling; LS-DYNA; contact; Structural Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Seyedrezai, S. (2011). MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/11309

Chicago Manual of Style (16th Edition):

Seyedrezai, Seyedehshadi. “MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS.” 2011. Masters Thesis, McMaster University. Accessed January 29, 2020. http://hdl.handle.net/11375/11309.

MLA Handbook (7th Edition):

Seyedrezai, Seyedehshadi. “MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS.” 2011. Web. 29 Jan 2020.

Vancouver:

Seyedrezai S. MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS. [Internet] [Masters thesis]. McMaster University; 2011. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/11375/11309.

Council of Science Editors:

Seyedrezai S. MODELING OF ARCHING UNREINFORCED MASONRY WALLS SUBJECTED TO BLAST LOADINGS. [Masters Thesis]. McMaster University; 2011. Available from: http://hdl.handle.net/11375/11309


University of Toronto

16. Botticchio, Robert Michael. Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs.

Degree: 2014, University of Toronto

In this thesis, a load path caused by arching action in reinforced concrete slabs is described and validated using a three-dimensional model. Currently, the CHBDC… (more)

Subjects/Keywords: Arching Action; Three Dimension; Bridge; Slab; Load path; Concrete; Deck; Finite Element Model; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Botticchio, R. M. (2014). Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/65541

Chicago Manual of Style (16th Edition):

Botticchio, Robert Michael. “Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs.” 2014. Masters Thesis, University of Toronto. Accessed January 29, 2020. http://hdl.handle.net/1807/65541.

MLA Handbook (7th Edition):

Botticchio, Robert Michael. “Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs.” 2014. Web. 29 Jan 2020.

Vancouver:

Botticchio RM. Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1807/65541.

Council of Science Editors:

Botticchio RM. Determining and Validating the Three-dimensional Load Path Induced by Arching Action in Bridge Deck Slabs. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/65541

17. Hänninen, Seppo. Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location.

Degree: 2004, VTT Technical Research Centre of Finland

The subject of this thesis is the single phase earth fault in medium voltage distribution networks that are high impedance grounded. Networks are normally radially… (more)

Subjects/Keywords: power distribution; distribution networks; earth faults; detection; positioning; fault resistance; arching; neutral voltage; residual current; transients

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hänninen, S. (2004). Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location. (Thesis). VTT Technical Research Centre of Finland. Retrieved from http://lib.tkk.fi/Diss/2001/isbn9513859614/

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):

Hänninen, Seppo. “Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location.” 2004. Thesis, VTT Technical Research Centre of Finland. Accessed January 29, 2020. http://lib.tkk.fi/Diss/2001/isbn9513859614/.

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

MLA Handbook (7th Edition):

Hänninen, Seppo. “Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location.” 2004. Web. 29 Jan 2020.

Vancouver:

Hänninen S. Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location. [Internet] [Thesis]. VTT Technical Research Centre of Finland; 2004. [cited 2020 Jan 29]. Available from: http://lib.tkk.fi/Diss/2001/isbn9513859614/.

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

Council of Science Editors:

Hänninen S. Single Phase Earth Faults in High Impedance Grounded Networks: Characteristics, Indication and Location. [Thesis]. VTT Technical Research Centre of Finland; 2004. Available from: http://lib.tkk.fi/Diss/2001/isbn9513859614/

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


Leiden University

18. Borst, Maria Helena de. Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm.

Degree: 2013, Leiden University

 This study investigated whether maternal reflective functioning was related to maternal sensitivity during the Still Face Paradigm (SFP). It was investigated whether the SFP elicited… (more)

Subjects/Keywords: maternal reflective functioning; maternal sensitivity; arching and squirming behaviors; self-shooting behaviors; skin conductance level; Still Face Paradigm

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Borst, M. H. d. (2013). Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm. (Masters Thesis). Leiden University. Retrieved from http://hdl.handle.net/1887/21314

Chicago Manual of Style (16th Edition):

Borst, Maria Helena de. “Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm.” 2013. Masters Thesis, Leiden University. Accessed January 29, 2020. http://hdl.handle.net/1887/21314.

MLA Handbook (7th Edition):

Borst, Maria Helena de. “Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm.” 2013. Web. 29 Jan 2020.

Vancouver:

Borst MHd. Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm. [Internet] [Masters thesis]. Leiden University; 2013. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1887/21314.

Council of Science Editors:

Borst MHd. Effects of Maternal Behavior on Infants' Regulatory Behaviors during the Still Face Paradigm. [Masters Thesis]. Leiden University; 2013. Available from: http://hdl.handle.net/1887/21314


Leiden University

19. Verhage, Simone Larissa. The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm.

Degree: 2013, Leiden University

 This study investigated the effect of maternal depression on mother and infant behavior during the Still Face Paradigm (SFP). It was investigated whether the SFP… (more)

Subjects/Keywords: Still-face paradigm; Maternal depression; arching behavior; squirming behavior; gaze; maternal sensitivity; maternal positive affect; infant cognitive development

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Verhage, S. L. (2013). The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm. (Masters Thesis). Leiden University. Retrieved from http://hdl.handle.net/1887/21962

Chicago Manual of Style (16th Edition):

Verhage, Simone Larissa. “The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm.” 2013. Masters Thesis, Leiden University. Accessed January 29, 2020. http://hdl.handle.net/1887/21962.

MLA Handbook (7th Edition):

Verhage, Simone Larissa. “The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm.” 2013. Web. 29 Jan 2020.

Vancouver:

Verhage SL. The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm. [Internet] [Masters thesis]. Leiden University; 2013. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1887/21962.

Council of Science Editors:

Verhage SL. The Effects of Maternal Depression on Maternal Behavior and Infant’s Emotion Regulation during the Still-Face Paradigm. [Masters Thesis]. Leiden University; 2013. Available from: http://hdl.handle.net/1887/21962

20. mukherjee, rahul. Consolidation and Arching Potential of Slurry Backfill.

Degree: 2012, University of Saskatchewan

 Soil-bentonite (SB) slurry walls are one of the most popular techniques for minimizing the horizontal migration of contaminants. Backfill arching, or “hang-up” of the backfilled… (more)

Subjects/Keywords: Arching; Soil-Bentonite; Consolidation; Hydraulic conductivity

…20 2.4.1 Arching theory… …52 CHAPTER 5 – MODELING ARCHING OF STRESSES IN… …19 5.5.2 Arching of stresses in soil-bentonite walls… …geostatic and arching conditions… …17 Figure 2.7 Active arching (after Evans.1984)… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

mukherjee, r. (2012). Consolidation and Arching Potential of Slurry Backfill. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2012-12-922

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):

mukherjee, rahul. “Consolidation and Arching Potential of Slurry Backfill.” 2012. Thesis, University of Saskatchewan. Accessed January 29, 2020. http://hdl.handle.net/10388/ETD-2012-12-922.

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

MLA Handbook (7th Edition):

mukherjee, rahul. “Consolidation and Arching Potential of Slurry Backfill.” 2012. Web. 29 Jan 2020.

Vancouver:

mukherjee r. Consolidation and Arching Potential of Slurry Backfill. [Internet] [Thesis]. University of Saskatchewan; 2012. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10388/ETD-2012-12-922.

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

Council of Science Editors:

mukherjee r. Consolidation and Arching Potential of Slurry Backfill. [Thesis]. University of Saskatchewan; 2012. Available from: http://hdl.handle.net/10388/ETD-2012-12-922

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


University of Technology, Sydney

21. Vessali, N. Compressive membrane action in reinforced concrete beams.

Degree: 2015, University of Technology, Sydney

 Research studies have demonstrated that membrane action is primarily a compressive load carrying mechanism that can significantly improves the load-bearing capacity of reinforced concrete beams… (more)

Subjects/Keywords: Compressive membrane action.; Reinforced concrete (RC) beams.; Compressive membrane (arching) action.; Tensile membrane (catenary) action.; Finite element (FE).; Nonlinear FE models.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vessali, N. (2015). Compressive membrane action in reinforced concrete beams. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/39180

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):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Thesis, University of Technology, Sydney. Accessed January 29, 2020. http://hdl.handle.net/10453/39180.

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

MLA Handbook (7th Edition):

Vessali, N. “Compressive membrane action in reinforced concrete beams.” 2015. Web. 29 Jan 2020.

Vancouver:

Vessali N. Compressive membrane action in reinforced concrete beams. [Internet] [Thesis]. University of Technology, Sydney; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10453/39180.

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

Council of Science Editors:

Vessali N. Compressive membrane action in reinforced concrete beams. [Thesis]. University of Technology, Sydney; 2015. Available from: http://hdl.handle.net/10453/39180

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


McMaster University

22. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

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 January 29, 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. 29 Jan 2020.

Vancouver:

Wybenga BM. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. [Internet] [Masters thesis]. McMaster University; 2014. [cited 2020 Jan 29]. 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


KTH

23. Tvinghagen, Adam. Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions.

Degree: Soil and Rock Mechanics, 2016, KTH

Subjects/Keywords: UDEC; numerical modelling; arching stability; beam theory

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tvinghagen, A. (2016). Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187031

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):

Tvinghagen, Adam. “Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions.” 2016. Thesis, KTH. Accessed January 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187031.

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

MLA Handbook (7th Edition):

Tvinghagen, Adam. “Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions.” 2016. Web. 29 Jan 2020.

Vancouver:

Tvinghagen A. Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions. [Internet] [Thesis]. KTH; 2016. [cited 2020 Jan 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187031.

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

Council of Science Editors:

Tvinghagen A. Arching Stability in Shallow Tunnels : A comparison between analytical and numerous solutions. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-187031

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


University of Alberta

24. Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse.

Degree: PhD, Department of Civil and Environmental Engineering, 2016, University of Alberta

 The susceptibility of structures to extensive collapse when subjected to a localised failure due to an extreme loading event has in recent years gained considerable… (more)

Subjects/Keywords: Composite Frame; Catenary Action; Composite Construction System; Double Angle; Arching Action; Steel Shear Connections; Concrete Slab; Compressive Ring; Progressive Collapse; Disproportionate Collapse; Shear Tab

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jamshidi,Amirhoushang. (2016). Steel Shear Connections in Composite Frames Subject to Progressive Collapse. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/c4x51hj092

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Doctoral Dissertation, University of Alberta. Accessed January 29, 2020. https://era.library.ualberta.ca/files/c4x51hj092.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Jamshidi,Amirhoushang. “Steel Shear Connections in Composite Frames Subject to Progressive Collapse.” 2016. Web. 29 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Internet] [Doctoral dissertation]. University of Alberta; 2016. [cited 2020 Jan 29]. Available from: https://era.library.ualberta.ca/files/c4x51hj092.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Jamshidi,Amirhoushang. Steel Shear Connections in Composite Frames Subject to Progressive Collapse. [Doctoral Dissertation]. University of Alberta; 2016. Available from: https://era.library.ualberta.ca/files/c4x51hj092

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Leiden University

25. Thijsse, Lindy Geertruida Marina. De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud.

Degree: 2015, Leiden University

 This study was designed to examine the influence of a ‘high risk’ group and a ‘low risk’ group of 150 mothers, with ages varying between… (more)

Subjects/Keywords: 'high risk’ group; ‘low risk’ group; physical problems; substance use; single parenting; no secondary education; significant relation between self soothing behavior and arching and squirming; ‘Een Goed Begin’

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Thijsse, L. G. M. (2015). De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud. (Masters Thesis). Leiden University. Retrieved from http://hdl.handle.net/1887/33891

Chicago Manual of Style (16th Edition):

Thijsse, Lindy Geertruida Marina. “De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud.” 2015. Masters Thesis, Leiden University. Accessed January 29, 2020. http://hdl.handle.net/1887/33891.

MLA Handbook (7th Edition):

Thijsse, Lindy Geertruida Marina. “De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud.” 2015. Web. 29 Jan 2020.

Vancouver:

Thijsse LGM. De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud. [Internet] [Masters thesis]. Leiden University; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1887/33891.

Council of Science Editors:

Thijsse LGM. De invloed van de risicostatus van de moeder op de mate van zelfregulatie en emotionele reactiviteit van baby's van zes maanden oud. [Masters Thesis]. Leiden University; 2015. Available from: http://hdl.handle.net/1887/33891

26. Erfani Joorabchi, Arash. Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions.

Degree: PhD, Civil Engineering, 2011, University of Akron

 One of the most common ways to stabilize the slope is to use the row of drilled shaft. The goal of this investigation is to… (more)

Subjects/Keywords: Engineering; LANDSLIDE STABILIZATION; DRILLED SHAFT; SOIL ARCHING; DYNAMIC; STATIC

…9 2.1.2 Arching Phenomenon… …34 viii 3.2 Static Finite Element Study of Soil Arching in a Drilled Shaft/Slope System… …34 3.2.1 Arching Phenomenon… …Design Method Based on Limiting Equilibrium and Arching Concept.......57 3.3.1 Problem… …Limiting Equilibrium Formulation Incorporating Load Transfer Factor Due to Soil Arching… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Erfani Joorabchi, A. (2011). Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465

Chicago Manual of Style (16th Edition):

Erfani Joorabchi, Arash. “Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions.” 2011. Doctoral Dissertation, University of Akron. Accessed January 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465.

MLA Handbook (7th Edition):

Erfani Joorabchi, Arash. “Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions.” 2011. Web. 29 Jan 2020.

Vancouver:

Erfani Joorabchi A. Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions. [Internet] [Doctoral dissertation]. University of Akron; 2011. [cited 2020 Jan 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465.

Council of Science Editors:

Erfani Joorabchi A. Landslide Stabilization Using Drilled Shafts in Static and Dynamic Conditions. [Doctoral Dissertation]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1306105465

27. Van der Peet, T.C. Arching in basal reinforced piled embankments - Validation of the concentric arches model:.

Degree: 2014, Delft University of Technology

 Infrastructural projects such as roads and railway tracks are usually built on an embankment of sand or granular material. When building on soft soils, the… (more)

Subjects/Keywords: Arching; Piled embankment; Geosynthetic reinforcement; 3D Numerical modelling

ARCHING IN BASAL REINFORCED PILED EMBANKMENTS - NUMERICAL VALIDATION OF THE CONCENTRIC… …5 2.1 TYPES OF ANALYTICAL ARCHING MODELS (STEP 1)… …53 ARCHING IN BASAL REINFORCED PILED EMBANKMENTS - NUMERICAL VALIDATION OF THE CONCENTRIC… …81 5.1.6 Situations of partial arching… …XLVII ARCHING IN BASAL REINFORCED PILED EMBANKMENTS - NUMERICAL VALIDATION OF THE CONCENTRIC… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van der Peet, T. C. (2014). Arching in basal reinforced piled embankments - Validation of the concentric arches model:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:227ae6ce-cdbc-4ceb-b651-4b21dfa893ef

Chicago Manual of Style (16th Edition):

Van der Peet, T C. “Arching in basal reinforced piled embankments - Validation of the concentric arches model:.” 2014. Masters Thesis, Delft University of Technology. Accessed January 29, 2020. http://resolver.tudelft.nl/uuid:227ae6ce-cdbc-4ceb-b651-4b21dfa893ef.

MLA Handbook (7th Edition):

Van der Peet, T C. “Arching in basal reinforced piled embankments - Validation of the concentric arches model:.” 2014. Web. 29 Jan 2020.

Vancouver:

Van der Peet TC. Arching in basal reinforced piled embankments - Validation of the concentric arches model:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2020 Jan 29]. Available from: http://resolver.tudelft.nl/uuid:227ae6ce-cdbc-4ceb-b651-4b21dfa893ef.

Council of Science Editors:

Van der Peet TC. Arching in basal reinforced piled embankments - Validation of the concentric arches model:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:227ae6ce-cdbc-4ceb-b651-4b21dfa893ef

28. Gourgues, Morgane. Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque.

Degree: Docteur es, HISTOIRE DE L'ART spécialité Art médiéval, 2017, Université Paul Valéry – Montpellier III

La pâleur des témoignages distillés par une Antiquité tardive et un haut Moyen Âge roussillonnais, pourtant florissant, a jeté un voile nous privant pour longtemps… (more)

Subjects/Keywords: Préroman; Haut Moyen Âge; Architecture religieuse; Diocèse d'Elne; Voûtement; Anté-Roman; Pre-Romanesque; The Early Middle Ages; Religious architecture; Elne's diocese; Arching; Ante-Romanesque

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gourgues, M. (2017). Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque. (Doctoral Dissertation). Université Paul Valéry – Montpellier III. Retrieved from http://www.theses.fr/2017MON30026

Chicago Manual of Style (16th Edition):

Gourgues, Morgane. “Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque.” 2017. Doctoral Dissertation, Université Paul Valéry – Montpellier III. Accessed January 29, 2020. http://www.theses.fr/2017MON30026.

MLA Handbook (7th Edition):

Gourgues, Morgane. “Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque.” 2017. Web. 29 Jan 2020.

Vancouver:

Gourgues M. Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque. [Internet] [Doctoral dissertation]. Université Paul Valéry – Montpellier III; 2017. [cited 2020 Jan 29]. Available from: http://www.theses.fr/2017MON30026.

Council of Science Editors:

Gourgues M. Les églises rurales dans l’ancien diocèse d’Elne (Roussillon et Vallespir, Pyrénées-Orientales), entre le Vème et le XIème siècle : l’expression d’un palimpseste architectural ? Un répertoire des formes, entre préroman et anté-roman : Rural churches in the ancient diocese of Elne (Roussillon and Vallespir, Pyrénées-Orientales), between the Vth and the XIth century : the expression of an architectural palimpsest? A catalogue of the forms, between pre-Romanesque and ante-Romanesque. [Doctoral Dissertation]. Université Paul Valéry – Montpellier III; 2017. Available from: http://www.theses.fr/2017MON30026

29. HONG SZE HAN. Behaviour of soldier piles and timber lagging support systems.

Degree: 2004, National University of Singapore

Subjects/Keywords: deep excavation; finite element method; soldier piles; piles spacing; arching effect; beam element

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

HAN, H. S. (2004). Behaviour of soldier piles and timber lagging support systems. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13918

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):

HAN, HONG SZE. “Behaviour of soldier piles and timber lagging support systems.” 2004. Thesis, National University of Singapore. Accessed January 29, 2020. http://scholarbank.nus.edu.sg/handle/10635/13918.

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

MLA Handbook (7th Edition):

HAN, HONG SZE. “Behaviour of soldier piles and timber lagging support systems.” 2004. Web. 29 Jan 2020.

Vancouver:

HAN HS. Behaviour of soldier piles and timber lagging support systems. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2020 Jan 29]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13918.

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

Council of Science Editors:

HAN HS. Behaviour of soldier piles and timber lagging support systems. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13918

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

30. Pham, Van Hung. 3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique.

Degree: Docteur es, Matériaux, Mécanique, Génie civil, Electrochimie, 2018, Grenoble Alpes

 Le but de cette étude est d'étudier le renforcement des sols par inclusions rigides sous chargement complexe et cyclique. L'effet de certains paramètres liés à… (more)

Subjects/Keywords: Amélioration de sol; Inclusion rigide; Chargement complexe; Chargement cyclique; Cisaillement; Tassement cumulé; Soil improvement; Rigid inclusion; Complex loading; Cyclic loading; Soil arching; Cumulative settlements; 530

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pham, V. H. (2018). 3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique. (Doctoral Dissertation). Grenoble Alpes. Retrieved from http://www.theses.fr/2018GREAI057

Chicago Manual of Style (16th Edition):

Pham, Van Hung. “3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique.” 2018. Doctoral Dissertation, Grenoble Alpes. Accessed January 29, 2020. http://www.theses.fr/2018GREAI057.

MLA Handbook (7th Edition):

Pham, Van Hung. “3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique.” 2018. Web. 29 Jan 2020.

Vancouver:

Pham VH. 3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique. [Internet] [Doctoral dissertation]. Grenoble Alpes; 2018. [cited 2020 Jan 29]. Available from: http://www.theses.fr/2018GREAI057.

Council of Science Editors:

Pham VH. 3D modelling of Soft soil Improvement by Rigid Inclusions - Complex and Cyclic loading : Modélisation tridimensionnelle de l'amélioration des sols par des inclusions rigides - Chargement complexe et cyclique. [Doctoral Dissertation]. Grenoble Alpes; 2018. Available from: http://www.theses.fr/2018GREAI057

[1] [2]

.