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You searched for subject:(Cyclic plate loading test). Showing records 1 – 30 of 13783 total matches.

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1. Gupta, Umesh. Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames.

Degree: Civil, Architectural, and Environmental Engineering, 2013, University of Texas – Austin

 The panel zone region in columns of seismic resistant steel moment frames are subject to very high shear forces during earthquake loading. Doubler plates are… (more)

Subjects/Keywords: Abaqus; Doubler plate; Cyclic loading

…ABAQUS results. The specimen tested under monotonic and cyclic loading was a plate tension… …subjected to cyclic loading. Figure 1.1: Panel zone in the steel moment frame 1.2 RESEARCH… …following questions using cyclic loading analysis: • Are there any benefits of extension of the… …previous work done by other researchers regarding doubler plate attachment details and cyclic… …Plate DP Doubler Plate LP Loading Plate VMS Von Mises Stress PEEQ Cumulative… 

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APA (6th Edition):

Gupta, U. (2013). Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21492

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):

Gupta, Umesh. “Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames.” 2013. Thesis, University of Texas – Austin. Accessed November 24, 2017. http://hdl.handle.net/2152/21492.

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

MLA Handbook (7th Edition):

Gupta, Umesh. “Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames.” 2013. Web. 24 Nov 2017.

Vancouver:

Gupta U. Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames. [Internet] [Thesis]. University of Texas – Austin; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2152/21492.

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

Council of Science Editors:

Gupta U. Cyclic loading analysis of doubler plate attachment details for steel moment resisting frames. [Thesis]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21492

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


University of Alberta

2. Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability.

Degree: MS, Department of Civil and Environmental Engineering, 2014, University of Alberta

 Adverse mining equipment motions give rise to ground deterioration and poor ground conditions will in turn aggravate equipment structural damage as a result of enhanced… (more)

Subjects/Keywords: Cyclic plate load test; CBR test; Shovel pad stability; Crushed limestone; Haul road design

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APA (6th Edition):

Shi,Enjia. (2014). Scale Prediction of Crush Rock Shovel Pad Stability. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/xs55mf56c

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

Chicago Manual of Style (16th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Masters Thesis, University of Alberta. Accessed November 24, 2017. https://era.library.ualberta.ca/files/xs55mf56c.

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

MLA Handbook (7th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Web. 24 Nov 2017.

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

Vancouver:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2017 Nov 24]. Available from: https://era.library.ualberta.ca/files/xs55mf56c.

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

Council of Science Editors:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/xs55mf56c

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


University of Alberta

3. Agharazi, Alireza. Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 Deformability of jointed rock masses are potentially anisotropic and non-linear due to existence of the discontinuities intersecting the rock matrix. Models to analysis the deformation… (more)

Subjects/Keywords: Jointed Rock Mass; Numerical Modelling; Equivalent Continuum Model; Deformability; Plate Loading Test

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APA (6th Edition):

Agharazi, A. (2013). Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/76537160f

Chicago Manual of Style (16th Edition):

Agharazi, Alireza. “Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses.” 2013. Doctoral Dissertation, University of Alberta. Accessed November 24, 2017. https://era.library.ualberta.ca/files/76537160f.

MLA Handbook (7th Edition):

Agharazi, Alireza. “Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses.” 2013. Web. 24 Nov 2017.

Vancouver:

Agharazi A. Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2017 Nov 24]. Available from: https://era.library.ualberta.ca/files/76537160f.

Council of Science Editors:

Agharazi A. Development of a 3D Equivalent Continuum Model for Deformation Analysis of Systematically Jointed Rock Masses. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/76537160f


University of Kansas

4. Pokharel, Sanat Kumar. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 Geocells are a three-dimensional honeycomb type of geosynthetics used to reinforce weak soils and base courses of roads since the 1970s. However, this technology has… (more)

Subjects/Keywords: Civil engineering; Geotechnology; Accelerated pavement testing; Design method; Geocell; Geosynthetics; Plate loading test; Unpaved roads

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APA (6th Edition):

Pokharel, S. K. (2010). Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/7719

Chicago Manual of Style (16th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/7719.

MLA Handbook (7th Edition):

Pokharel, Sanat Kumar. “Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading.” 2010. Web. 24 Nov 2017.

Vancouver:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/7719.

Council of Science Editors:

Pokharel SK. Experimental Study on Geocell-Reinforced Bases under Static and Dynamic Loading. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/7719


North Carolina State University

5. Cote, Benjamin Michael. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.

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

 This study evaluated the performance of undercut subgrade stabilization measures during construction traffic loading prior to final paving. Twenty-two simulated undercut sections with different stabilization… (more)

Subjects/Keywords: Subgrade Stabilization; Cyclic Plate Load Test; Undercut; Geosynthetics; Lime; Chemical Stabilization; Construction Platform

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APA (6th Edition):

Cote, B. M. (2009). Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/550

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):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Thesis, North Carolina State University. Accessed November 24, 2017. http://www.lib.ncsu.edu/resolver/1840.16/550.

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

MLA Handbook (7th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Web. 24 Nov 2017.

Vancouver:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2017 Nov 24]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550.

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

Council of Science Editors:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550

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


Texas A&M University

6. Nouri, Hamid Reza. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.

Degree: 2013, Texas A&M University

 The emphasis of this dissertation is on using numerical and plasticity based methods to study two main areas of offshore geotechnics. The first part of… (more)

Subjects/Keywords: offshore geotechnics; plate anchors; shallow foundation; bearing capacity; offshore geohazards; submarine landslide; constitutive modelling; cyclic and monotonic loading; clays

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

APA (6th Edition):

Nouri, H. R. (2013). Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/149513

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):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Thesis, Texas A&M University. Accessed November 24, 2017. http://hdl.handle.net/1969.1/149513.

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

MLA Handbook (7th Edition):

Nouri, Hamid Reza. “Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates.” 2013. Web. 24 Nov 2017.

Vancouver:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1969.1/149513.

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

Council of Science Editors:

Nouri HR. Numerical Methods in Offshore Geotechnics: Applications to Submarine Landslides and Anchor Plates. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/149513

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


NSYSU

7. chen, Chien-hao. Vibration Analysis of Circular Plates Subjected to Preshearing Loading.

Degree: Master, Mechanical and Electro-Mechanical Engineering, 2010, NSYSU

 The present study proposes a simple and relatively complete displacement field, which, with the finite element formulation, can be employed in the analyses of the… (more)

Subjects/Keywords: vibration; preshearing loading; circular plate

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APA (6th Edition):

chen, C. (2010). Vibration Analysis of Circular Plates Subjected to Preshearing Loading. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-1230110-164426

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):

chen, Chien-hao. “Vibration Analysis of Circular Plates Subjected to Preshearing Loading.” 2010. Thesis, NSYSU. Accessed November 24, 2017. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-1230110-164426.

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

MLA Handbook (7th Edition):

chen, Chien-hao. “Vibration Analysis of Circular Plates Subjected to Preshearing Loading.” 2010. Web. 24 Nov 2017.

Vancouver:

chen C. Vibration Analysis of Circular Plates Subjected to Preshearing Loading. [Internet] [Thesis]. NSYSU; 2010. [cited 2017 Nov 24]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-1230110-164426.

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

Council of Science Editors:

chen C. Vibration Analysis of Circular Plates Subjected to Preshearing Loading. [Thesis]. NSYSU; 2010. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-1230110-164426

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


Anna University

8. Greeshma S. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.

Degree: Behaviour of exterior shear Wall diaphragm connection under Cyclic loading, 2015, Anna University

Earthquake which is arguably the most dreadful natural newlinecalamity is off late not so rare in Indian subcontinent The vast extent of newlinedamage and the… (more)

Subjects/Keywords: Cyclic loading; Indian subcontinent

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APA (6th Edition):

S, G. (2015). Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/33722

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):

S, Greeshma. “Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.” 2015. Thesis, Anna University. Accessed November 24, 2017. http://shodhganga.inflibnet.ac.in/handle/10603/33722.

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

MLA Handbook (7th Edition):

S, Greeshma. “Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;.” 2015. Web. 24 Nov 2017.

Vancouver:

S G. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. [Internet] [Thesis]. Anna University; 2015. [cited 2017 Nov 24]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33722.

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

Council of Science Editors:

S G. Behaviour of exterior shear Wall diaphragm connection under Cyclic loading;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/33722

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


University of British Columbia

9. Dabeet, Antone E. A practical model for load-unload-reload cycles on sand .

Degree: 2008, University of British Columbia

 The behaviour of sands during loading has been studied in great detail. However, little work has been devoted to understanding the response of sands in… (more)

Subjects/Keywords: Constitutive modelling; Cyclic loading; Sands

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APA (6th Edition):

Dabeet, A. E. (2008). A practical model for load-unload-reload cycles on sand . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/4082

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):

Dabeet, Antone E. “A practical model for load-unload-reload cycles on sand .” 2008. Thesis, University of British Columbia. Accessed November 24, 2017. http://hdl.handle.net/2429/4082.

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

MLA Handbook (7th Edition):

Dabeet, Antone E. “A practical model for load-unload-reload cycles on sand .” 2008. Web. 24 Nov 2017.

Vancouver:

Dabeet AE. A practical model for load-unload-reload cycles on sand . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2429/4082.

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

Council of Science Editors:

Dabeet AE. A practical model for load-unload-reload cycles on sand . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/4082

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

10. Dumont, Rodrigo Botelho [UNESP]. Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível.

Degree: 2017, Universidade Estadual Paulista

Os solos não saturados são materiais multifásicos e de comportamento complexo que podem ser encontrados em depósitos de grande espessura onde são construídas as obras… (more)

Subjects/Keywords: Solo não saturado; Simulação numérica; Prova de carga em placa; Sucção; Colapso; Unsaturated soil; Numerical simulation; Plate loading test; Suction; Collapse

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APA (6th Edition):

Dumont, R. B. [. (2017). Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível. (Thesis). Universidade Estadual Paulista. Retrieved from http://hdl.handle.net/11449/148697

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):

Dumont, Rodrigo Botelho [UNESP]. “Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível.” 2017. Thesis, Universidade Estadual Paulista. Accessed November 24, 2017. http://hdl.handle.net/11449/148697.

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

MLA Handbook (7th Edition):

Dumont, Rodrigo Botelho [UNESP]. “Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível.” 2017. Web. 24 Nov 2017.

Vancouver:

Dumont RB[. Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível. [Internet] [Thesis]. Universidade Estadual Paulista; 2017. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/11449/148697.

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

Council of Science Editors:

Dumont RB[. Simulação numérica de resultados de provas de carga em placa em solo não saturado colapsível. [Thesis]. Universidade Estadual Paulista; 2017. Available from: http://hdl.handle.net/11449/148697

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

11. Festugato, Lucas. Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras.

Degree: 2011, Universidade do Rio Grande do Sul

As propriedades do solo cotidianamente podem não ser adequadas às características e às necessidades de projeto. É apresentada, como alternativa, a técnica de reforço com… (more)

Subjects/Keywords: Soil improvement; Solo reforçado; Ensaios (Engenharia); Hydration; Fibras de polipropileno; Cyclic loading; Simple shear test; Solo cimentado; Resíduos minerais; Polypropylene fibres

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APA (6th Edition):

Festugato, L. (2011). Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/35605

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):

Festugato, Lucas. “Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed November 24, 2017. http://hdl.handle.net/10183/35605.

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

MLA Handbook (7th Edition):

Festugato, Lucas. “Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras.” 2011. Web. 24 Nov 2017.

Vancouver:

Festugato L. Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10183/35605.

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

Council of Science Editors:

Festugato L. Comportamento de hidratação e resposta cisalhante cíclica de resíduo de mineração cimentado reforçado com fibras. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/35605

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


University of Texas – Austin

12. Shin, Sungyeob. Experimental and analytical investigation of panel zone behavior in steel moment frames.

Degree: Civil, Architectural, and Environmental Engineering, 2017, University of Texas – Austin

 Steel moment resisting frames (MRFs) are one of the most commonly used lateral force resisting system for steel building construction located in regions of high… (more)

Subjects/Keywords: Steel moment frame; Panel zone; Cyclic loading test; Seismic performance; Beam-to-column connection; WUF-W; BFP; Finite element analysis

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

APA (6th Edition):

Shin, S. (2017). Experimental and analytical investigation of panel zone behavior in steel moment frames. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47306

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):

Shin, Sungyeob. “Experimental and analytical investigation of panel zone behavior in steel moment frames.” 2017. Thesis, University of Texas – Austin. Accessed November 24, 2017. http://hdl.handle.net/2152/47306.

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

MLA Handbook (7th Edition):

Shin, Sungyeob. “Experimental and analytical investigation of panel zone behavior in steel moment frames.” 2017. Web. 24 Nov 2017.

Vancouver:

Shin S. Experimental and analytical investigation of panel zone behavior in steel moment frames. [Internet] [Thesis]. University of Texas – Austin; 2017. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/2152/47306.

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

Council of Science Editors:

Shin S. Experimental and analytical investigation of panel zone behavior in steel moment frames. [Thesis]. University of Texas – Austin; 2017. Available from: http://hdl.handle.net/2152/47306

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


KTH

13. Appelsved, Peter. Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models.

Degree: Solid Mechanics (Dept.), 2012, KTH

  The increased use of thermoplastics in load carrying components, especially in the automotive industry, drives the needs for a better understanding of its complex… (more)

Subjects/Keywords: Glass-fiber reinforced thermoplastics; polyamide; Hill’s plasticity criterion; strain recovery; cyclic loading; cyclic softening; compression strength; 3 point bend test; LS-DYNA

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APA (6th Edition):

Appelsved, P. (2012). Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-103790

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):

Appelsved, Peter. “Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models.” 2012. Thesis, KTH. Accessed November 24, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-103790.

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

MLA Handbook (7th Edition):

Appelsved, Peter. “Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models.” 2012. Web. 24 Nov 2017.

Vancouver:

Appelsved P. Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models. [Internet] [Thesis]. KTH; 2012. [cited 2017 Nov 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-103790.

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

Council of Science Editors:

Appelsved P. Investigation of Mechanical Properties of Thermoplastics with Implementations of LS-DYNA Material Models. [Thesis]. KTH; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-103790

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


Virginia Tech

14. Ryan, John Christopher. Evaluation of Extended End-Plate Moment Connections Under Seismic Loading.

Degree: Civil Engineering, 1999, Virginia Tech

 An experimental investigation was conducted to study the extended end-plate moment connections subjected to cyclic loading. Seven specimens representing three end-plate moment connection configurations commonly… (more)

Subjects/Keywords: Cyclic Loading; End-Plate; Moment Connections; Metal Building Manufactures Association

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APA (6th Edition):

Ryan, J. C. (1999). Evaluation of Extended End-Plate Moment Connections Under Seismic Loading. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34981

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):

Ryan, John Christopher. “Evaluation of Extended End-Plate Moment Connections Under Seismic Loading.” 1999. Thesis, Virginia Tech. Accessed November 24, 2017. http://hdl.handle.net/10919/34981.

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

MLA Handbook (7th Edition):

Ryan, John Christopher. “Evaluation of Extended End-Plate Moment Connections Under Seismic Loading.” 1999. Web. 24 Nov 2017.

Vancouver:

Ryan JC. Evaluation of Extended End-Plate Moment Connections Under Seismic Loading. [Internet] [Thesis]. Virginia Tech; 1999. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10919/34981.

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

Council of Science Editors:

Ryan JC. Evaluation of Extended End-Plate Moment Connections Under Seismic Loading. [Thesis]. Virginia Tech; 1999. Available from: http://hdl.handle.net/10919/34981

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

15. Thakur, Jitendra Kumar. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2013, University of Kansas

 Recycled Asphalt Pavement (RAP) is a removed and reprocessed pavement material from deteriorated asphalt pavements containing asphalt binder and aggregates. The use of RAP can… (more)

Subjects/Keywords: Engineering; Civil engineering; Sustainability; Cyclic plate loading test; Damage model; Flexible pavement; Geocell; Mechanistic empirical pavement design; Recycled asphalt pavement (rap)

…CHAPTER 4 69 LARGE-SCALE CYCLIC PLATE LOADING 72 TESTS ON UNPAVED ROADS …. 4.1 Test… …the cyclic plate loading test …... 76 Fig. 4.3.2 Unpaved test… …setup of the cyclic plate loading xvi 137 tests on paved road test sections… …cyclic plate loading tests on unpaved roads: This chapter describes the test equipment and… …analyzes the test results obtained from large-scale laboratory cyclic plate loading tests… 

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APA (6th Edition):

Thakur, J. K. (2013). Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/12196

Chicago Manual of Style (16th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Doctoral Dissertation, University of Kansas. Accessed November 24, 2017. http://hdl.handle.net/1808/12196.

MLA Handbook (7th Edition):

Thakur, Jitendra Kumar. “Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development.” 2013. Web. 24 Nov 2017.

Vancouver:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Internet] [Doctoral dissertation]. University of Kansas; 2013. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1808/12196.

Council of Science Editors:

Thakur JK. Geocell-Reinforced Unpaved and Paved Roads with Recycled Asphalt Pavement (RAP) Bases: Experimental Study and Damage Model Development. [Doctoral Dissertation]. University of Kansas; 2013. Available from: http://hdl.handle.net/1808/12196


Texas A&M University

16. Yang, Ming. Undrained behavior of plate anchors subjected to general loading.

Degree: 2010, Texas A&M University

 This study presents a method for predicting the undrained behavior of plate anchors, including out-of-plane loading of simple plates and performance of suction embedded plate(more)

Subjects/Keywords: plate anchors; SEPLA; general loading; plasticity; offshore

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APA (6th Edition):

Yang, M. (2010). Undrained behavior of plate anchors subjected to general loading. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78

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):

Yang, Ming. “Undrained behavior of plate anchors subjected to general loading.” 2010. Thesis, Texas A&M University. Accessed November 24, 2017. http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78.

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

MLA Handbook (7th Edition):

Yang, Ming. “Undrained behavior of plate anchors subjected to general loading.” 2010. Web. 24 Nov 2017.

Vancouver:

Yang M. Undrained behavior of plate anchors subjected to general loading. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78.

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

Council of Science Editors:

Yang M. Undrained behavior of plate anchors subjected to general loading. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2008-12-78

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


University of Cambridge

17. Lau, Ben Hong. Cyclic behaviour of monopile foundations for offshore wind turbines in clay.

Degree: PhD, 2015, University of Cambridge

 Investment into offshore wind farms has been growing to address the growing threat of climate change. The majority of offshore wind turbines (both current and… (more)

Subjects/Keywords: 333.79; cyclic loading; monopile; clay; offshore wind

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APA (6th Edition):

Lau, B. H. (2015). Cyclic behaviour of monopile foundations for offshore wind turbines in clay. (Doctoral Dissertation). University of Cambridge. Retrieved from http://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923

Chicago Manual of Style (16th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Doctoral Dissertation, University of Cambridge. Accessed November 24, 2017. http://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923.

MLA Handbook (7th Edition):

Lau, Ben Hong. “Cyclic behaviour of monopile foundations for offshore wind turbines in clay.” 2015. Web. 24 Nov 2017.

Vancouver:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Internet] [Doctoral dissertation]. University of Cambridge; 2015. [cited 2017 Nov 24]. Available from: http://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923.

Council of Science Editors:

Lau BH. Cyclic behaviour of monopile foundations for offshore wind turbines in clay. [Doctoral Dissertation]. University of Cambridge; 2015. Available from: http://www.repository.cam.ac.uk/handle/1810/248766 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.655923


Cal Poly

18. Kessler, Josiah Elihu. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.

Degree: MS, Biomedical and General Engineering, 2016, Cal Poly

  Previous research has provided evidence in support of apoptotic osteocytes playing a role in the bone remodeling process. In this study, we examined the… (more)

Subjects/Keywords: osteocyte apoptosis; bone remodeling; cyclic loading

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APA (6th Edition):

Kessler, J. E. (2016). A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. (Masters Thesis). Cal Poly. Retrieved from http://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31

Chicago Manual of Style (16th Edition):

Kessler, Josiah Elihu. “A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.” 2016. Masters Thesis, Cal Poly. Accessed November 24, 2017. http://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31.

MLA Handbook (7th Edition):

Kessler, Josiah Elihu. “A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE.” 2016. Web. 24 Nov 2017.

Vancouver:

Kessler JE. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. [Internet] [Masters thesis]. Cal Poly; 2016. [cited 2017 Nov 24]. Available from: http://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31.

Council of Science Editors:

Kessler JE. A STUDY OF OSTEOCYTE APOPTOSIS IN MECHANICALLY LOADED AND UNLOADED MURINE TIBIAE. [Masters Thesis]. Cal Poly; 2016. Available from: http://digitalcommons.calpoly.edu/theses/1550 ; 10.15368/theses.2016.31


University of Wollongong

19. Biabani, M Mahdi. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.

Degree: PhD, 2015, University of Wollongong

  Ballasted rail tracks have gained a competitive edge over other modes of transportation systems in terms of long term performance, better ride quality, higher… (more)

Subjects/Keywords: geocell; reinforced subballast; additional confinement; cyclic loading

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

APA (6th Edition):

Biabani, M. M. (2015). Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. (Doctoral Dissertation). University of Wollongong. Retrieved from ; http://ro.uow.edu.au/theses/4376

Chicago Manual of Style (16th Edition):

Biabani, M Mahdi. “Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.” 2015. Doctoral Dissertation, University of Wollongong. Accessed November 24, 2017. ; http://ro.uow.edu.au/theses/4376.

MLA Handbook (7th Edition):

Biabani, M Mahdi. “Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition.” 2015. Web. 24 Nov 2017.

Vancouver:

Biabani MM. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. [Internet] [Doctoral dissertation]. University of Wollongong; 2015. [cited 2017 Nov 24]. Available from: ; http://ro.uow.edu.au/theses/4376.

Council of Science Editors:

Biabani MM. Behaviour of geocell-reinforced subballast under cyclic loading in plane strain condition. [Doctoral Dissertation]. University of Wollongong; 2015. Available from: ; http://ro.uow.edu.au/theses/4376


Delft University of Technology

20. Grotegoed, D. The Gevelco quay wall: Research into the causes of the measured displacements:.

Degree: 2010, Delft University of Technology

 In this thesis, an investigation is described to the measured horizontal displacements of a quay wall in the Port of Rotterdam. This quay wall was… (more)

Subjects/Keywords: quay wall; anchor wall; cyclic loading

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APA (6th Edition):

Grotegoed, D. (2010). The Gevelco quay wall: Research into the causes of the measured displacements:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952

Chicago Manual of Style (16th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Masters Thesis, Delft University of Technology. Accessed November 24, 2017. http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

MLA Handbook (7th Edition):

Grotegoed, D. “The Gevelco quay wall: Research into the causes of the measured displacements:.” 2010. Web. 24 Nov 2017.

Vancouver:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2017 Nov 24]. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952.

Council of Science Editors:

Grotegoed D. The Gevelco quay wall: Research into the causes of the measured displacements:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:363e5b71-ff09-4eca-92df-0c117c1c0952

21. Miksic, Amandine. Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load.

Degree: Docteur es, Physique, 2008, Université Paris-Est

Ce travail porte sur la caractérisation, par une méthode acoustique, du comportement mécanique d’un milieu granulaire sous chargement cyclique. La propagation d’ondes ultrasonores, à travers… (more)

Subjects/Keywords: Acoustique des milieux granulaires; Essai oedométrique; Chargement cyclique; Fluage et relaxation; Acoustics of granular media; Oedometric test; Cyclic loading; Creep and relaxation

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APA (6th Edition):

Miksic, A. (2008). Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2008PEST0248

Chicago Manual of Style (16th Edition):

Miksic, Amandine. “Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load.” 2008. Doctoral Dissertation, Université Paris-Est. Accessed November 24, 2017. http://www.theses.fr/2008PEST0248.

MLA Handbook (7th Edition):

Miksic, Amandine. “Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load.” 2008. Web. 24 Nov 2017.

Vancouver:

Miksic A. Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load. [Internet] [Doctoral dissertation]. Université Paris-Est; 2008. [cited 2017 Nov 24]. Available from: http://www.theses.fr/2008PEST0248.

Council of Science Editors:

Miksic A. Étude des propriétés mécaniques et acoustiques d'un milieu granulaire sous chargements cycliques : Study of mechanical and acoustical properties of a granular medium under cyclic load. [Doctoral Dissertation]. Université Paris-Est; 2008. Available from: http://www.theses.fr/2008PEST0248


University of Canterbury

22. Tian, J.T. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.

Degree: Civil and Natural Resources Engineering, 2016, University of Canterbury

 It is common to employ a traditional double cell system, of which an open-ended inner cell is installed in an ordinary triaxial apparatus, to measure… (more)

Subjects/Keywords: linkage double cell system; triaxial apparatus; unsaturated soil; volumetric strain; undrained cyclic loading test; Field of Research::09 - Engineering::0905 - Civil Engineering::090501 - Civil Geotechnical Engineering

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APA (6th Edition):

Tian, J. T. (2016). A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/13655

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):

Tian, J T. “A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.” 2016. Thesis, University of Canterbury. Accessed November 24, 2017. http://hdl.handle.net/10092/13655.

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

MLA Handbook (7th Edition):

Tian, J T. “A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests.” 2016. Web. 24 Nov 2017.

Vancouver:

Tian JT. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. [Internet] [Thesis]. University of Canterbury; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10092/13655.

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

Council of Science Editors:

Tian JT. A system to measure volume change of unsaturated soils in undrained cyclic triaxial tests. [Thesis]. University of Canterbury; 2016. Available from: http://hdl.handle.net/10092/13655

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

23. Σταματόπουλος, Γεώργιος. Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα.

Degree: 2006, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Subjects/Keywords: Ημιάκαμπτες συνδέσεις; Έδραση χαλύβδινου υποστυλώματος; Μονοτονική φόρτιση; Ανακυκλιζόμενη φόρτιση; Πεπερασμένα στοιχεία; Semirigid joints; Comumn base plate; Monotonic loading; Cyclic loading; Finite elements

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APA (6th Edition):

Σταματόπουλος, . . (2006). Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/16610

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):

Σταματόπουλος, Γεώργιος. “Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα.” 2006. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed November 24, 2017. http://hdl.handle.net/10442/hedi/16610.

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

MLA Handbook (7th Edition):

Σταματόπουλος, Γεώργιος. “Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα.” 2006. Web. 24 Nov 2017.

Vancouver:

Σταματόπουλος . Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2006. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10442/hedi/16610.

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

Council of Science Editors:

Σταματόπουλος . Συμβολή στο σχεδιασμό συνδέσεων φορέων από χάλυβα. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2006. Available from: http://hdl.handle.net/10442/hedi/16610

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


EPFL

24. Rascol, Emilie. Cyclic properties of sand: dynamic behaviour for seismic applications.

Degree: 2009, EPFL

 Seismic wave propagation in granular soils can induce large strain amplitudes in case of strong earthquakes. Seismic motions are irregular in frequency content and in… (more)

Subjects/Keywords: bidirectional loading; frequency; earthquake; dynamic triaxial test; sand; nonlinear behaviour; cyclic liquefaction; elastoplastic model; linear equivalent model; chargement bidirectionnel; fréquence; tremblement de terre; test triaxial dynamique; sable; comportement non-linéaire; liquéfaction cyclique; modèle élastoplastique; modèle linéaire équivalent

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APA (6th Edition):

Rascol, E. (2009). Cyclic properties of sand: dynamic behaviour for seismic applications. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/141954

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):

Rascol, Emilie. “Cyclic properties of sand: dynamic behaviour for seismic applications.” 2009. Thesis, EPFL. Accessed November 24, 2017. http://infoscience.epfl.ch/record/141954.

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

MLA Handbook (7th Edition):

Rascol, Emilie. “Cyclic properties of sand: dynamic behaviour for seismic applications.” 2009. Web. 24 Nov 2017.

Vancouver:

Rascol E. Cyclic properties of sand: dynamic behaviour for seismic applications. [Internet] [Thesis]. EPFL; 2009. [cited 2017 Nov 24]. Available from: http://infoscience.epfl.ch/record/141954.

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

Council of Science Editors:

Rascol E. Cyclic properties of sand: dynamic behaviour for seismic applications. [Thesis]. EPFL; 2009. Available from: http://infoscience.epfl.ch/record/141954

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


NSYSU

25. Lin, Li-Cheng. Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests.

Degree: Master, Mechanical and Electro-Mechanical Engineering, 2011, NSYSU

 The Wafer Level Chip Scale Package (WLCSP) is gaining popularity for its performance and ability to meet the miniaturization requirements of portable consumer electronics, such… (more)

Subjects/Keywords: Reliability; Temperature cyclic test; Cyclic Bending Test; Drop Test; Wafer Level Chip Scale Package

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APA (6th Edition):

Lin, L. (2011). Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0727111-132910

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):

Lin, Li-Cheng. “Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests.” 2011. Thesis, NSYSU. Accessed November 24, 2017. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0727111-132910.

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

MLA Handbook (7th Edition):

Lin, Li-Cheng. “Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests.” 2011. Web. 24 Nov 2017.

Vancouver:

Lin L. Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests. [Internet] [Thesis]. NSYSU; 2011. [cited 2017 Nov 24]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0727111-132910.

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

Council of Science Editors:

Lin L. Structural Evaluation of Wafer Level Chip Scale Package by Board Level Reliability Tests. [Thesis]. NSYSU; 2011. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0727111-132910

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

26. Κουρούσης, Κυριάκος. Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.

Degree: 2011, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

 Strength analysis of materials submitted to cyclic loadings requires the knowledge of the stress state; particularly in those cases that the material behavior is greatly… (more)

Subjects/Keywords: Πλαστικότητα; ΑΝΕΛΑΣΤΙΚΟΤΗΤΑ; Ανακυκλική πλαστικότητα; Κινηματική κράτυνση; Ανακυκλικός ερπυσμός; Ανακυκλική φόρτιση; Πολυαξονική καταπόνηση; Διαξονική καταπόνηση; Plasticity; Cyclic plasticity; Kinematic hardening; Ratcheting; Cyclic creep; Cyclic loading; Multiaxial loading; Biaxial loading

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

APA (6th Edition):

Κουρούσης, . . (2011). Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/27784

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):

Κουρούσης, Κυριάκος. “Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.” 2011. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed November 24, 2017. http://hdl.handle.net/10442/hedi/27784.

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

MLA Handbook (7th Edition):

Κουρούσης, Κυριάκος. “Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης.” 2011. Web. 24 Nov 2017.

Vancouver:

Κουρούσης . Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10442/hedi/27784.

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

Council of Science Editors:

Κουρούσης . Πλαστικότητα μετάλλων υπό ανακυκλική φόρτιση με πολλαπλασιαστική ανάλυση κινηματικής κράτυνσης. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. Available from: http://hdl.handle.net/10442/hedi/27784

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


University of Toledo

27. Shamsaei, Nima. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.

Degree: PhD, College of Engineering, 2010, University of Toledo

  This study investigates fatigue damage and deformation behavior under multiaxial loading conditions, with the aim of evaluating reliable predictive models for life predictions. Life… (more)

Subjects/Keywords: Mechanical Engineering; Fatigue; Cyclic Deformation; Multiaxial Loading; Non-proportional Hardening; Variable Amplitude Loading

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

APA (6th Edition):

Shamsaei, N. (2010). Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342

Chicago Manual of Style (16th Edition):

Shamsaei, Nima. “Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.” 2010. Doctoral Dissertation, University of Toledo. Accessed November 24, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342.

MLA Handbook (7th Edition):

Shamsaei, Nima. “Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects.” 2010. Web. 24 Nov 2017.

Vancouver:

Shamsaei N. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. [Internet] [Doctoral dissertation]. University of Toledo; 2010. [cited 2017 Nov 24]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342.

Council of Science Editors:

Shamsaei N. Multiaxial Fatigue and Deformation Including Non-proportional Hardening and Variable Amplitude Loading Effects. [Doctoral Dissertation]. University of Toledo; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1279760342

28. Corte, Marina Bellaver. Desenvolvimento de equipamento para ensaios Simple Shear.

Degree: 2016, Universidade do Rio Grande do Sul

Em virtude da presença cada vez mais frequente de solicitações cíclicas nas estruturas de engenharia e do aprimoramento da análise de projetos, os ensaios em… (more)

Subjects/Keywords: Simple shear; Ensaios (Engenharia); Monotonic loading; Resistência ao cisalhamento; Geotecnica; Cyclic loading; Sand

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

APA (6th Edition):

Corte, M. B. (2016). Desenvolvimento de equipamento para ensaios Simple Shear. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/139358

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):

Corte, Marina Bellaver. “Desenvolvimento de equipamento para ensaios Simple Shear.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed November 24, 2017. http://hdl.handle.net/10183/139358.

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

MLA Handbook (7th Edition):

Corte, Marina Bellaver. “Desenvolvimento de equipamento para ensaios Simple Shear.” 2016. Web. 24 Nov 2017.

Vancouver:

Corte MB. Desenvolvimento de equipamento para ensaios Simple Shear. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10183/139358.

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

Council of Science Editors:

Corte MB. Desenvolvimento de equipamento para ensaios Simple Shear. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/139358

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

29. Katsou, Maria Foteini. Visual acuity of drivers.

Degree: PhD, 2014, Anglia Ruskin University

 Purpose: In May 2012 UK visual standards for driving changed, in order to comply with European laws. Drivers need to have both a visual acuity… (more)

Subjects/Keywords: 354.76; acuity; charts; number plate test; equivalence

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

APA (6th Edition):

Katsou, M. F. (2014). Visual acuity of drivers. (Doctoral Dissertation). Anglia Ruskin University. Retrieved from http://arro.anglia.ac.uk/346225/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.641986

Chicago Manual of Style (16th Edition):

Katsou, Maria Foteini. “Visual acuity of drivers.” 2014. Doctoral Dissertation, Anglia Ruskin University. Accessed November 24, 2017. http://arro.anglia.ac.uk/346225/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.641986.

MLA Handbook (7th Edition):

Katsou, Maria Foteini. “Visual acuity of drivers.” 2014. Web. 24 Nov 2017.

Vancouver:

Katsou MF. Visual acuity of drivers. [Internet] [Doctoral dissertation]. Anglia Ruskin University; 2014. [cited 2017 Nov 24]. Available from: http://arro.anglia.ac.uk/346225/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.641986.

Council of Science Editors:

Katsou MF. Visual acuity of drivers. [Doctoral Dissertation]. Anglia Ruskin University; 2014. Available from: http://arro.anglia.ac.uk/346225/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.641986

30. Katsou, Maria Foteini. Visual acuity of drivers.

Degree: PhD, 2014, Anglia Ruskin University

 Purpose: In May 2012 UK visual standards for driving changed, in order to comply with European laws. Drivers need to have both a visual acuity… (more)

Subjects/Keywords: 354.76; acuity; charts; number plate test; equivalence

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Katsou, M. F. (2014). Visual acuity of drivers. (Doctoral Dissertation). Anglia Ruskin University. Retrieved from http://hdl.handle.net/10540/346225

Chicago Manual of Style (16th Edition):

Katsou, Maria Foteini. “Visual acuity of drivers.” 2014. Doctoral Dissertation, Anglia Ruskin University. Accessed November 24, 2017. http://hdl.handle.net/10540/346225.

MLA Handbook (7th Edition):

Katsou, Maria Foteini. “Visual acuity of drivers.” 2014. Web. 24 Nov 2017.

Vancouver:

Katsou MF. Visual acuity of drivers. [Internet] [Doctoral dissertation]. Anglia Ruskin University; 2014. [cited 2017 Nov 24]. Available from: http://hdl.handle.net/10540/346225.

Council of Science Editors:

Katsou MF. Visual acuity of drivers. [Doctoral Dissertation]. Anglia Ruskin University; 2014. Available from: http://hdl.handle.net/10540/346225

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