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:(Load tests). Showing records 1 – 30 of 89 total matches.

[1] [2] [3]

Search Limiters

Last 2 Years | English Only

Levels

Languages

Country

▼ Search Limiters


University of Alberta

1. Thomas, Kristin S. Design and Behaviour of Extended Shear Tabs under Combined Loads.

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

 Current design procedures for extended shear tab connections tend to be conservative and often do not include considerations for axial load. To address these problems,… (more)

Subjects/Keywords: Axial Load; Steel Connections; Design Recommendations; Combined Load; Shear Tab; Extended Shear Tab; Experimental Tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Thomas, K. S. (2014). Design and Behaviour of Extended Shear Tabs under Combined Loads. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/4b29b642r

Chicago Manual of Style (16th Edition):

Thomas, Kristin S. “Design and Behaviour of Extended Shear Tabs under Combined Loads.” 2014. Masters Thesis, University of Alberta. Accessed January 25, 2021. https://era.library.ualberta.ca/files/4b29b642r.

MLA Handbook (7th Edition):

Thomas, Kristin S. “Design and Behaviour of Extended Shear Tabs under Combined Loads.” 2014. Web. 25 Jan 2021.

Vancouver:

Thomas KS. Design and Behaviour of Extended Shear Tabs under Combined Loads. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2021 Jan 25]. Available from: https://era.library.ualberta.ca/files/4b29b642r.

Council of Science Editors:

Thomas KS. Design and Behaviour of Extended Shear Tabs under Combined Loads. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/4b29b642r


Universidade Federal de Santa Maria

2. Daniel Russi. ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS.

Degree: 2007, Universidade Federal de Santa Maria

O dimensionamento de fundações superficiais requer que o profissional defina de forma clara e objetiva, para o solo em questão, a capacidade de carga e… (more)

Subjects/Keywords: ensaios de placa; fundações superficiais; ENGENHARIA CIVIL; shallow foundations; plate load tests; load capacity; capacidade de carga

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Russi, D. (2007). ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=1446

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):

Russi, Daniel. “ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS.” 2007. Thesis, Universidade Federal de Santa Maria. Accessed January 25, 2021. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=1446.

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

MLA Handbook (7th Edition):

Russi, Daniel. “ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS.” 2007. Web. 25 Jan 2021.

Vancouver:

Russi D. ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2007. [cited 2021 Jan 25]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=1446.

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

Council of Science Editors:

Russi D. ESTUDO DO COMPORTAMENTO DE SOLOS ATRAVÉS DE ENSAIOS DE PLACA DE DIFERENTES DIÂMETROS. [Thesis]. Universidade Federal de Santa Maria; 2007. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=1446

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


Brno University of Technology

3. Regent, David. Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures.

Degree: 2020, Brno University of Technology

 ABSTRACT Bachelor's thesis in the search section describes the basic information about diagnostics and load tests of constructions and bridges. Presents the general process of… (more)

Subjects/Keywords: KLÍČOVÁ SLOVA Zatěžovací zkouška; konstrukce; zatížení; měření; mostní konstrukce; zatěžování; KEYWORDS Load tests; construction; load; measurement; bridge construction; loading

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Regent, D. (2020). Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62778

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):

Regent, David. “Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures.” 2020. Thesis, Brno University of Technology. Accessed January 25, 2021. http://hdl.handle.net/11012/62778.

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

MLA Handbook (7th Edition):

Regent, David. “Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures.” 2020. Web. 25 Jan 2021.

Vancouver:

Regent D. Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/11012/62778.

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

Council of Science Editors:

Regent D. Využití zatěžovacích zkoušek při návrhu a případné realizaci sanací betonových konstrukcí: Use of load tests in the design and possible realization of rehabilitation of concrete structures. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/62778

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


Universidade do Rio Grande do Sul

4. Girardello, Vinícius. Ensaios de placa em areia não saturada reforçada com fibras.

Degree: 2010, Universidade do Rio Grande do Sul

O objetivo do presente trabalho foi estudar o comportamento mecânico de uma areia não saturada, com e sem reforço de fibras, através de ensaios de… (more)

Subjects/Keywords: Plate load tests; Solo reforçado; Fiber reinforcement; Ensaios triaxiais; Fibras de polipropileno; Triaxial tests; Polypropylene fibers; Suction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Girardello, V. (2010). Ensaios de placa em areia não saturada reforçada com fibras. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/29984

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):

Girardello, Vinícius. “Ensaios de placa em areia não saturada reforçada com fibras.” 2010. Thesis, Universidade do Rio Grande do Sul. Accessed January 25, 2021. http://hdl.handle.net/10183/29984.

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

MLA Handbook (7th Edition):

Girardello, Vinícius. “Ensaios de placa em areia não saturada reforçada com fibras.” 2010. Web. 25 Jan 2021.

Vancouver:

Girardello V. Ensaios de placa em areia não saturada reforçada com fibras. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2010. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10183/29984.

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

Council of Science Editors:

Girardello V. Ensaios de placa em areia não saturada reforçada com fibras. [Thesis]. Universidade do Rio Grande do Sul; 2010. Available from: http://hdl.handle.net/10183/29984

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


Universidade do Rio Grande do Sul

5. Jung, Jonatan Garrido. Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore.

Degree: 2012, Universidade do Rio Grande do Sul

A maior parte do petróleo explorado no Brasil encontra-se em jazidas marítimas onde a lâmina d’água pode superar os 1000 metros. As descobertas recentes de… (more)

Subjects/Keywords: Fundações (Engenharia); Water jets; Clay soils; Solo argiloso; Estruturas offshore; Foundations; Offshore anchors; Load tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jung, J. G. (2012). Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/62042

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):

Jung, Jonatan Garrido. “Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore.” 2012. Thesis, Universidade do Rio Grande do Sul. Accessed January 25, 2021. http://hdl.handle.net/10183/62042.

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

MLA Handbook (7th Edition):

Jung, Jonatan Garrido. “Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore.” 2012. Web. 25 Jan 2021.

Vancouver:

Jung JG. Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10183/62042.

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

Council of Science Editors:

Jung JG. Estudo do jateamento em solos argilosos e sua aplicação à engenharia de fundações offshore. [Thesis]. Universidade do Rio Grande do Sul; 2012. Available from: http://hdl.handle.net/10183/62042

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

6. Almeida, Ricardo Manuel Gomes. Análise do comportamento de estruturas através de ensaios de carga.

Degree: 2013, Instituto Politécnico do Porto

A engenharia civil, rege-se pela garantia de segurança e de funcionalidade das obras que projeta e executa. Para cumprir tais requisitos, é necessário durante a… (more)

Subjects/Keywords: Comportamento estrutural; Ensaios de carga; Modelação numérica; Structural behaviour; Load tests; Numerical modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Almeida, R. M. G. (2013). Análise do comportamento de estruturas através de ensaios de carga. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6374

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):

Almeida, Ricardo Manuel Gomes. “Análise do comportamento de estruturas através de ensaios de carga.” 2013. Thesis, Instituto Politécnico do Porto. Accessed January 25, 2021. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6374.

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

MLA Handbook (7th Edition):

Almeida, Ricardo Manuel Gomes. “Análise do comportamento de estruturas através de ensaios de carga.” 2013. Web. 25 Jan 2021.

Vancouver:

Almeida RMG. Análise do comportamento de estruturas através de ensaios de carga. [Internet] [Thesis]. Instituto Politécnico do Porto; 2013. [cited 2021 Jan 25]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6374.

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

Council of Science Editors:

Almeida RMG. Análise do comportamento de estruturas através de ensaios de carga. [Thesis]. Instituto Politécnico do Porto; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6374

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


Western Kentucky University

7. Palme, Jahi. Investigation of the Addition of Basalt Fibres into Cement.

Degree: MS, Department of Physics and Astronomy, 2014, Western Kentucky University

  Mechanical properties of concrete are most commonly determined using destructive tests including: compression, flexure, and fracture notch specimen tests. However, nondestructive tests exist for… (more)

Subjects/Keywords: Concrete; Materials Science; Mechanical Strength; Load Frame; Compression Tests; Basalt; Engineering Physics; Materials Chemistry; Physics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Palme, J. (2014). Investigation of the Addition of Basalt Fibres into Cement. (Masters Thesis). Western Kentucky University. Retrieved from https://digitalcommons.wku.edu/theses/1361

Chicago Manual of Style (16th Edition):

Palme, Jahi. “Investigation of the Addition of Basalt Fibres into Cement.” 2014. Masters Thesis, Western Kentucky University. Accessed January 25, 2021. https://digitalcommons.wku.edu/theses/1361.

MLA Handbook (7th Edition):

Palme, Jahi. “Investigation of the Addition of Basalt Fibres into Cement.” 2014. Web. 25 Jan 2021.

Vancouver:

Palme J. Investigation of the Addition of Basalt Fibres into Cement. [Internet] [Masters thesis]. Western Kentucky University; 2014. [cited 2021 Jan 25]. Available from: https://digitalcommons.wku.edu/theses/1361.

Council of Science Editors:

Palme J. Investigation of the Addition of Basalt Fibres into Cement. [Masters Thesis]. Western Kentucky University; 2014. Available from: https://digitalcommons.wku.edu/theses/1361


Brno University of Technology

8. Straka, Jan. Lepení plechů a jejich testování: Sheets bonding and their testing.

Degree: 2019, Brno University of Technology

 The aim of this bachelor thesis is to design selected load tests for bonded joints at specified steel sheet DC01 under laboratory conditions and to… (more)

Subjects/Keywords: Lepení; lepený spoj; zátěžové zkoušky; tenký plech; Bonding; adhesive bonding; load tests; thin steel sheet

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Straka, J. (2019). Lepení plechů a jejich testování: Sheets bonding and their testing. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/66046

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):

Straka, Jan. “Lepení plechů a jejich testování: Sheets bonding and their testing.” 2019. Thesis, Brno University of Technology. Accessed January 25, 2021. http://hdl.handle.net/11012/66046.

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

MLA Handbook (7th Edition):

Straka, Jan. “Lepení plechů a jejich testování: Sheets bonding and their testing.” 2019. Web. 25 Jan 2021.

Vancouver:

Straka J. Lepení plechů a jejich testování: Sheets bonding and their testing. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/11012/66046.

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

Council of Science Editors:

Straka J. Lepení plechů a jejich testování: Sheets bonding and their testing. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/66046

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


University of Texas – Austin

9. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed January 25, 2021. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 25 Jan 2021.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


University of Florida

10. Davis, Todd M. Sustained Load Performance of Adhesive Anchor Systems in Concrete.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Stemming from a tragic failure of an adhesive anchor system, this research project investigated the sustained load performance of adhesive anchors in concrete under different… (more)

Subjects/Keywords: Adhesives; Concretes; Creep tests; Diameters; Load tests; Shear stress; Specimens; Steels; Stress ratio; Stress tests; adhesive  – anchor  – concrete  – creep  – sustained; City of Gainesville ( local )

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Davis, T. M. (2012). Sustained Load Performance of Adhesive Anchor Systems in Concrete. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0044501

Chicago Manual of Style (16th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Doctoral Dissertation, University of Florida. Accessed January 25, 2021. https://ufdc.ufl.edu/UFE0044501.

MLA Handbook (7th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Web. 25 Jan 2021.

Vancouver:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2021 Jan 25]. Available from: https://ufdc.ufl.edu/UFE0044501.

Council of Science Editors:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Doctoral Dissertation]. University of Florida; 2012. Available from: https://ufdc.ufl.edu/UFE0044501


Pontifical Catholic University of Rio de Janeiro

11. JUAN MANUEL GIRAO SOTOMAYOR. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.

Degree: 2015, Pontifical Catholic University of Rio de Janeiro

[pt] Este estudo avaliou a influência da inclusão de fibra de coco como reforço de solo. A fibra de coco utilizada foi obtida por processo… (more)

Subjects/Keywords: [pt] REFORCO DE SOLOS; [en] SOIL REINFORCEMENT; [pt] FIBRAS DE COCO; [en] COCONUT FIBER; [pt] ENSAIOS DE PLACA; [en] PLATE LOAD TESTS; [pt] COMPORTAMENTO CARGA-RECALQUE; [en] LOAD-SETTLEMENT BEHAVIOR

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

SOTOMAYOR, J. M. G. (2015). [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290

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):

SOTOMAYOR, JUAN MANUEL GIRAO. “[en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.” 2015. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 25, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290.

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

MLA Handbook (7th Edition):

SOTOMAYOR, JUAN MANUEL GIRAO. “[en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.” 2015. Web. 25 Jan 2021.

Vancouver:

SOTOMAYOR JMG. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. [cited 2021 Jan 25]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290.

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

Council of Science Editors:

SOTOMAYOR JMG. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290

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


Brno University of Technology

12. Hrtáň, Michal. Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement.

Degree: 2019, Brno University of Technology

 This "Determination Parameters of Synchronous Machines according to Measurement" bachelor thesis describes methods of tests necessary to determine loss and efficiency of electrical machines with… (more)

Subjects/Keywords: hluk; nakrátko; naprázdno; normy; měření; protokol; stroje; synchronní; vibrace; zatěžovací; zkoušky; ztráty; noise; short-circuit test; no-load test; norms; measurements; protocol; machines; synchronnous; vibrations; load tests; losses

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hrtáň, M. (2019). Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/11322

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):

Hrtáň, Michal. “Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement.” 2019. Thesis, Brno University of Technology. Accessed January 25, 2021. http://hdl.handle.net/11012/11322.

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

MLA Handbook (7th Edition):

Hrtáň, Michal. “Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement.” 2019. Web. 25 Jan 2021.

Vancouver:

Hrtáň M. Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/11012/11322.

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

Council of Science Editors:

Hrtáň M. Určení parametrů synchronního stroje dle měření: Determination Parameters of Synchronous Machines according to Measurement. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/11322

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


University of Texas – Austin

13. Klein, Joseph Robert. Behavior of slender beams without stirrups: effects of load distribution and member depth.

Degree: MSin Engineering, Civil engineering, 2015, University of Texas – Austin

 Though uniform loading is common in structures, the vast majority of all shear strength tests on slender reinforced concrete members without stirrups have been performed… (more)

Subjects/Keywords: Reinforced concrete; Shear; Slender beams; Load distribution; Size effect; Uniform load; Shear strength; Shear tests; Shear reinforcement; Stirrups; Shear design; Shear stress; Shear database

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Klein, J. R. (2015). Behavior of slender beams without stirrups: effects of load distribution and member depth. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/34061

Chicago Manual of Style (16th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Masters Thesis, University of Texas – Austin. Accessed January 25, 2021. http://hdl.handle.net/2152/34061.

MLA Handbook (7th Edition):

Klein, Joseph Robert. “Behavior of slender beams without stirrups: effects of load distribution and member depth.” 2015. Web. 25 Jan 2021.

Vancouver:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/2152/34061.

Council of Science Editors:

Klein JR. Behavior of slender beams without stirrups: effects of load distribution and member depth. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/34061


University of Texas – Austin

14. Bauer, Jonas Fabian. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Offshore wind farms have the ability to meet the energy demands of the USA four times over, and are located offshore where less turbulent, high-speed… (more)

Subjects/Keywords: p-y method; Monopile; Laterally loaded foundations; Offshore foundations; Laterally loaded monopiles; Load-displacement behavior; Lateral load tests in sand; Offshore wind farms; Foundation stiffness

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bauer, J. F. (2018). Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68168

Chicago Manual of Style (16th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Masters Thesis, University of Texas – Austin. Accessed January 25, 2021. http://hdl.handle.net/2152/68168.

MLA Handbook (7th Edition):

Bauer, Jonas Fabian. “Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand.” 2018. Web. 25 Jan 2021.

Vancouver:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/2152/68168.

Council of Science Editors:

Bauer JF. Laboratory model tests to assess the effects of scale and stress on the stiffness of laterally loaded foundations in sand. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68168

15. Fernandes , Carlos Francisco Oliveira. Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1.

Degree: 2016, Instituto Politécnico do Porto

Atualmente, estima-se que os motores elétricos são responsáveis por 30 % da utilização global de energia elétrica. Atendendo à proliferação dos motores de indução trifásicos… (more)

Subjects/Keywords: MIT; Perdas suplementares; Rendimento; Ensaios; Métodos normalizados; Eh-star; Stray load losses; Efficiency; Tests; Standard methods

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fernandes , C. F. O. (2016). Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/9877

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):

Fernandes , Carlos Francisco Oliveira. “Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1.” 2016. Thesis, Instituto Politécnico do Porto. Accessed January 25, 2021. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/9877.

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

MLA Handbook (7th Edition):

Fernandes , Carlos Francisco Oliveira. “Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1.” 2016. Web. 25 Jan 2021.

Vancouver:

Fernandes CFO. Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1. [Internet] [Thesis]. Instituto Politécnico do Porto; 2016. [cited 2021 Jan 25]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/9877.

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

Council of Science Editors:

Fernandes CFO. Determinação das perdas suplementares e do rendimento do motor de indução trifásico com base na norma IEC 60034-2-1. [Thesis]. Instituto Politécnico do Porto; 2016. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/9877

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


Lithuanian Academy of Physical Education

16. Baliutavičiūtė, Enrika. Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai.

Degree: Master, Public Health, 2008, Lithuanian Academy of Physical Education

Šio darbo tikslas buvo nustatyti kvėpavimo pratimų įtaką ŠKS funkcinių rodiklių kaitai, atliekant fizinio krūvio testus ir kvėpavimo pratimus. Darbe pateikiami dviejų tyrimų medžiaga. Pirmame… (more)

Subjects/Keywords: Fizinio krūvio testai; Kvėpavimo sulaikymas; Kvėpavimo pratimai; Širdies kraujagyslių sistema; Elektrokardiograma; Physical load tests; Breath holding; Breathing exercises; Cardiovascular system; Electrocardiogram

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Baliutavičiūtė, E. (2008). Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai. (Masters Thesis). Lithuanian Academy of Physical Education. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125257-61638 ;

Chicago Manual of Style (16th Edition):

Baliutavičiūtė, Enrika. “Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai.” 2008. Masters Thesis, Lithuanian Academy of Physical Education. Accessed January 25, 2021. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125257-61638 ;.

MLA Handbook (7th Edition):

Baliutavičiūtė, Enrika. “Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai.” 2008. Web. 25 Jan 2021.

Vancouver:

Baliutavičiūtė E. Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai. [Internet] [Masters thesis]. Lithuanian Academy of Physical Education; 2008. [cited 2021 Jan 25]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125257-61638 ;.

Council of Science Editors:

Baliutavičiūtė E. Kvėpavimo pratimų įtaka širdies ir kraujagyslių sistemai. [Masters Thesis]. Lithuanian Academy of Physical Education; 2008. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2008~D_20080618_125257-61638 ;


Universidade do Rio Grande do Sul

17. Sampa, Naloan Coutinho. Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore.

Degree: 2015, Universidade do Rio Grande do Sul

A crescente utilização de plataformas flutuantes na atividade de exploração de petróleo vem exigindo desenvolvimento de estudos relacionados a novas técnicas de execução e metodologias… (more)

Subjects/Keywords: Dynamic load attenuation; Estruturas offshore; Mooring lines; Ancoragem (Engenharia); Solo argiloso; Clay soil; Ensaios (Engenharia); Model tests; Foundations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sampa, N. C. (2015). Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/118892

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):

Sampa, Naloan Coutinho. “Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed January 25, 2021. http://hdl.handle.net/10183/118892.

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

MLA Handbook (7th Edition):

Sampa, Naloan Coutinho. “Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore.” 2015. Web. 25 Jan 2021.

Vancouver:

Sampa NC. Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10183/118892.

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

Council of Science Editors:

Sampa NC. Atenuação de cargas dinâmicas em linhas de ancoragem de plataformas offshore. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/118892

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


University of Edinburgh

18. Brennecke, Johannes. Molecular diagnostics of the bacterial response to antibiotic therapy.

Degree: PhD, 2017, University of Edinburgh

 Bacterial bloodstream infections (BSIs) are a major healthcare problem causing high mortality and economic cost. BSIs require an immediate initiation of antibiotic therapy as any… (more)

Subjects/Keywords: bacterial response; diagnostic methods; bacterial bloodstream infections; BSI; bacterial gene expression; measurement; load measurement; mRNA markers; diagnostic tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Brennecke, J. (2017). Molecular diagnostics of the bacterial response to antibiotic therapy. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/28843

Chicago Manual of Style (16th Edition):

Brennecke, Johannes. “Molecular diagnostics of the bacterial response to antibiotic therapy.” 2017. Doctoral Dissertation, University of Edinburgh. Accessed January 25, 2021. http://hdl.handle.net/1842/28843.

MLA Handbook (7th Edition):

Brennecke, Johannes. “Molecular diagnostics of the bacterial response to antibiotic therapy.” 2017. Web. 25 Jan 2021.

Vancouver:

Brennecke J. Molecular diagnostics of the bacterial response to antibiotic therapy. [Internet] [Doctoral dissertation]. University of Edinburgh; 2017. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/1842/28843.

Council of Science Editors:

Brennecke J. Molecular diagnostics of the bacterial response to antibiotic therapy. [Doctoral Dissertation]. University of Edinburgh; 2017. Available from: http://hdl.handle.net/1842/28843


KTH

19. Mir, Alberto Moreo. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.

Degree: Structural Engineering and Bridges, 2013, KTH

  Nowadays, many different efficient solutions are being studied to solve engineering problems. Inside this group of solutions we can find the Soil Steel Composite… (more)

Subjects/Keywords: Soil steel; culvert; Pettersson-Sundquist design method; soil modulus; database; live load test and full scale tests.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mir, A. M. (2013). Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834

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):

Mir, Alberto Moreo. “Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.” 2013. Thesis, KTH. Accessed January 25, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834.

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

MLA Handbook (7th Edition):

Mir, Alberto Moreo. “Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.” 2013. Web. 25 Jan 2021.

Vancouver:

Mir AM. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. [Internet] [Thesis]. KTH; 2013. [cited 2021 Jan 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834.

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

Council of Science Editors:

Mir AM. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834

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


University of Western Ontario

20. Elkasabgy, Mohamed A. Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils.

Degree: 2011, University of Western Ontario

 Large-capacity helical piles can provide immense construction and performance advantages over the conventional concrete and steel piles. Nowadays, there is significant interest in using large-capacity… (more)

Subjects/Keywords: Full-scale testing; Helical piles; Driven piles; Vertical vibration; Horizontal vibration; Axial and lateral load tests; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Elkasabgy, M. A. (2011). Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/193

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):

Elkasabgy, Mohamed A. “Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils.” 2011. Thesis, University of Western Ontario. Accessed January 25, 2021. https://ir.lib.uwo.ca/etd/193.

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

MLA Handbook (7th Edition):

Elkasabgy, Mohamed A. “Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils.” 2011. Web. 25 Jan 2021.

Vancouver:

Elkasabgy MA. Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils. [Internet] [Thesis]. University of Western Ontario; 2011. [cited 2021 Jan 25]. Available from: https://ir.lib.uwo.ca/etd/193.

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

Council of Science Editors:

Elkasabgy MA. Dynamic and Static Performance of Large-Capacity Helical Piles in Cohesive Soils. [Thesis]. University of Western Ontario; 2011. Available from: https://ir.lib.uwo.ca/etd/193

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


University of Florida

21. Faraone, Michael A. Geostatistical Analysis for Reliability Based Design of Foundations.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2014, University of Florida

 In current reliability based design practice for deep foundations, AASHTO specifies resistance factors for a multitude of design methods, foundation types and levels of field… (more)

Subjects/Keywords: Correlations; Covariance; Design analysis; Highways; Histograms; Load tests; Modeling; Simulations; Skin friction; Statistical discrepancies; foundation  – geostatistics  – reliability; City of Apalachicola ( local )

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Faraone, M. A. (2014). Geostatistical Analysis for Reliability Based Design of Foundations. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0046667

Chicago Manual of Style (16th Edition):

Faraone, Michael A. “Geostatistical Analysis for Reliability Based Design of Foundations.” 2014. Doctoral Dissertation, University of Florida. Accessed January 25, 2021. https://ufdc.ufl.edu/UFE0046667.

MLA Handbook (7th Edition):

Faraone, Michael A. “Geostatistical Analysis for Reliability Based Design of Foundations.” 2014. Web. 25 Jan 2021.

Vancouver:

Faraone MA. Geostatistical Analysis for Reliability Based Design of Foundations. [Internet] [Doctoral dissertation]. University of Florida; 2014. [cited 2021 Jan 25]. Available from: https://ufdc.ufl.edu/UFE0046667.

Council of Science Editors:

Faraone MA. Geostatistical Analysis for Reliability Based Design of Foundations. [Doctoral Dissertation]. University of Florida; 2014. Available from: https://ufdc.ufl.edu/UFE0046667


Brno University of Technology

22. Kolivošková, Veronika. Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car.

Degree: 2019, Brno University of Technology

 Topic of this bachelor thesis is the recherché and following deformation-stress analysis of the race car safety cage. This thesis is divided into three parts.… (more)

Subjects/Keywords: bezpečnostný rám; deformačne napäťová analýza; statická skúška; metóda konečných prvkov; safety cage; deformation-stress analysis; static load tests; FEM modeling

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kolivošková, V. (2019). Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/40183

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):

Kolivošková, Veronika. “Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car.” 2019. Thesis, Brno University of Technology. Accessed January 25, 2021. http://hdl.handle.net/11012/40183.

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

MLA Handbook (7th Edition):

Kolivošková, Veronika. “Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car.” 2019. Web. 25 Jan 2021.

Vancouver:

Kolivošková V. Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/11012/40183.

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

Council of Science Editors:

Kolivošková V. Deformačně napěťová analýza bezpečnostního rámu závodního automobilu: Stress-strain analysis of the safety frame of the racing car. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/40183

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

23. Vovesný Martin. Mostovkové panely z plastů vyztužených vlákny .

Degree: 2014, Czech University of Technology

 Cílem práce bylo vyvinout inovativní postup výroby mostovkového panelu z plastů vyztužných vlákny a následně ověřit jeho únosnost. K ověření únosnosti panelu byly použity experimentální… (more)

Subjects/Keywords: mostovkový panel; plast vyztužený vlákny; FRP; zatěžovací zkoušky Bridge deck panel; Fiber reinforced plastic; FRP; load capacity tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Martin, V. (2014). Mostovkové panely z plastů vyztužených vlákny . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/23149

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):

Martin, Vovesný. “Mostovkové panely z plastů vyztužených vlákny .” 2014. Thesis, Czech University of Technology. Accessed January 25, 2021. http://hdl.handle.net/10467/23149.

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

MLA Handbook (7th Edition):

Martin, Vovesný. “Mostovkové panely z plastů vyztužených vlákny .” 2014. Web. 25 Jan 2021.

Vancouver:

Martin V. Mostovkové panely z plastů vyztužených vlákny . [Internet] [Thesis]. Czech University of Technology; 2014. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10467/23149.

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

Council of Science Editors:

Martin V. Mostovkové panely z plastů vyztužených vlákny . [Thesis]. Czech University of Technology; 2014. Available from: http://hdl.handle.net/10467/23149

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


Louisiana State University

24. Araujo, Marcio Costa. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.

Degree: PhD, Civil and Environmental Engineering, 2007, Louisiana State University

 “A diaphragm is a transverse stiffener, which is placed between girders in order to maintain section geometry”, (AASHTO, 2002). Intermediate diaphragms, usually placed at the… (more)

Subjects/Keywords: nonlinear; dynamic; finite element; diaphragms; bridges; load tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Araujo, M. C. (2007). Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119

Chicago Manual of Style (16th Edition):

Araujo, Marcio Costa. “Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.” 2007. Doctoral Dissertation, Louisiana State University. Accessed January 25, 2021. etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119.

MLA Handbook (7th Edition):

Araujo, Marcio Costa. “Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests.” 2007. Web. 25 Jan 2021.

Vancouver:

Araujo MC. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. [Internet] [Doctoral dissertation]. Louisiana State University; 2007. [cited 2021 Jan 25]. Available from: etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119.

Council of Science Editors:

Araujo MC. Slab-on-girder prestressed concrete bridges: linear and nonlinear finite element analysis and experimental load tests. [Doctoral Dissertation]. Louisiana State University; 2007. Available from: etd-01062009-155450 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1119


Virginia Tech

25. Helmers, Matthew J. Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations.

Degree: MS, Civil Engineering, 1997, Virginia Tech

 A study was performed to investigate the factors that affect the accuracy of the procedures used by the Virginia Department of Transportation for design of… (more)

Subjects/Keywords: Lateral Loads; Drilled Shafts; Field Load Tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Helmers, M. J. (1997). Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36856

Chicago Manual of Style (16th Edition):

Helmers, Matthew J. “Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations.” 1997. Masters Thesis, Virginia Tech. Accessed January 25, 2021. http://hdl.handle.net/10919/36856.

MLA Handbook (7th Edition):

Helmers, Matthew J. “Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations.” 1997. Web. 25 Jan 2021.

Vancouver:

Helmers MJ. Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations. [Internet] [Masters thesis]. Virginia Tech; 1997. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10919/36856.

Council of Science Editors:

Helmers MJ. Use of Ultimate Load Theories for Design of Drilled Shaft Sound Wall Foundations. [Masters Thesis]. Virginia Tech; 1997. Available from: http://hdl.handle.net/10919/36856


University of Florida

26. Thiyya Kkandi, Sudheesh. Study of Grouted Deep Foundations in Cohesionless Soils.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Grouting of deep foundation subsequent to installation hasbecome popular due to its effectiveness in improving axial capacity underserviceable displacement. Post tip grouting of drilled shafts… (more)

Subjects/Keywords: Axial stress; Diameters; Load tests; Residual stress; Shear stress; Skin friction; Skin resistance; Soils; Stress tests; Test chambers; drilledshaft  – fem  – foundation  – grouting  – interaction  – jetting  – pile  – resistance; City of Clearwater ( local )

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Thiyya Kkandi, S. (2013). Study of Grouted Deep Foundations in Cohesionless Soils. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0045294

Chicago Manual of Style (16th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Doctoral Dissertation, University of Florida. Accessed January 25, 2021. https://ufdc.ufl.edu/UFE0045294.

MLA Handbook (7th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Web. 25 Jan 2021.

Vancouver:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2021 Jan 25]. Available from: https://ufdc.ufl.edu/UFE0045294.

Council of Science Editors:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Doctoral Dissertation]. University of Florida; 2013. Available from: https://ufdc.ufl.edu/UFE0045294


University of Florida

27. HU, ZHIHONG ( Author, Primary ). Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing.

Degree: University of Florida

Subjects/Keywords: Bentonite; Centrifugation; Diameters; Load tests; Polymers; Slurries; Soils; Stress tests; Structural deflection; Torque

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

HU, ZHIHONG ( Author, P. ). (n.d.). Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0002722

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

HU, ZHIHONG ( Author, Primary ). “Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing.” Thesis, University of Florida. Accessed January 25, 2021. https://ufdc.ufl.edu/UFE0002722.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

HU, ZHIHONG ( Author, Primary ). “Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing.” Web. 25 Jan 2021.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

HU, ZHIHONG ( Author P). Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing. [Internet] [Thesis]. University of Florida; [cited 2021 Jan 25]. Available from: https://ufdc.ufl.edu/UFE0002722.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

HU, ZHIHONG ( Author P). Determining the Optimum Depth of Drilled Shafts Subject to Combined Torsion and Lateral Loads in Saturated Sand from Centrifuge Testing. [Thesis]. University of Florida; Available from: https://ufdc.ufl.edu/UFE0002722

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


Queens University

28. Regier, Ryan. Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique .

Degree: Civil Engineering, 2013, Queens University

 To better manage deteriorating infrastructure, quantitative data about the performance of infrastructure assets is required. Rayleigh based distributed fibre optic strain sensing (FOS) is a… (more)

Subjects/Keywords: Reinforced Concrete ; Field Testing & Monitoring ; Strength and Testing of Materials ; Fibre Optic Sensors ; Strain Gauges ; Fibre Optics ; Sensor Evaluation ; Monitoring ; Field Tests ; Strain Measurement ; Instrumentation ; Load Tests ; Experiments ; Load Distribution ; Concrete Structures

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Regier, R. (2013). Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8181

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):

Regier, Ryan. “Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique .” 2013. Thesis, Queens University. Accessed January 25, 2021. http://hdl.handle.net/1974/8181.

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

MLA Handbook (7th Edition):

Regier, Ryan. “Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique .” 2013. Web. 25 Jan 2021.

Vancouver:

Regier R. Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique . [Internet] [Thesis]. Queens University; 2013. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/1974/8181.

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

Council of Science Editors:

Regier R. Application of Fibre Optics on Reinforced Concrete Structures to Develop a Structural Health Monitoring Technique . [Thesis]. Queens University; 2013. Available from: http://hdl.handle.net/1974/8181

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


Indian Institute of Science

29. Agarwal, R K. Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation.

Degree: PhD, Faculty of Engineering, 2011, Indian Institute of Science

Subjects/Keywords: Aerodynamics; Wings - Load Alleviation; Load Alleviation; Wing Tip Sails; Gust Load Alleviation; Wing Tunnel Tests; Gust Loads; Vortex Lattlce Method; Aeronautics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Agarwal, R. K. (2011). Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/1139

Chicago Manual of Style (16th Edition):

Agarwal, R K. “Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation.” 2011. Doctoral Dissertation, Indian Institute of Science. Accessed January 25, 2021. http://etd.iisc.ac.in/handle/2005/1139.

MLA Handbook (7th Edition):

Agarwal, R K. “Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation.” 2011. Web. 25 Jan 2021.

Vancouver:

Agarwal RK. Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2011. [cited 2021 Jan 25]. Available from: http://etd.iisc.ac.in/handle/2005/1139.

Council of Science Editors:

Agarwal RK. Study Of Aerodynamic Effectiveness Of Wing Tip Sails For Gust Load Alleviation. [Doctoral Dissertation]. Indian Institute of Science; 2011. Available from: http://etd.iisc.ac.in/handle/2005/1139


Universidade do Rio Grande do Sul

30. Ziegler, Bruna. Percepção da dispneia em pacientes com fibrose cística.

Degree: 2011, Universidade do Rio Grande do Sul

Objetivos: Avaliar a percepção da dispneia em pacientes com fibrose cística (FC) comparando com indivíduos normais, durante teste com cargas resistivas inspiratórias e durante teste… (more)

Subjects/Keywords: Cystic fibrosis; Fibrose cística; Dyspnea perception; Dispnéia; Teste de esforço; Pulmonary function tests; Testes respiratórios; Inspiratory resistive load testing; Six-minute walk test

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ziegler, B. (2011). Percepção da dispneia em pacientes com fibrose cística. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/52963

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):

Ziegler, Bruna. “Percepção da dispneia em pacientes com fibrose cística.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed January 25, 2021. http://hdl.handle.net/10183/52963.

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

MLA Handbook (7th Edition):

Ziegler, Bruna. “Percepção da dispneia em pacientes com fibrose cística.” 2011. Web. 25 Jan 2021.

Vancouver:

Ziegler B. Percepção da dispneia em pacientes com fibrose cística. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2021 Jan 25]. Available from: http://hdl.handle.net/10183/52963.

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

Council of Science Editors:

Ziegler B. Percepção da dispneia em pacientes com fibrose cística. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/52963

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

[1] [2] [3]

.