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You searched for subject:(strut). Showing records 1 – 30 of 138 total matches.

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University of Utah

1. Burkhart, Bret Albert. Behavior and analysis of plattforms building system.

Degree: MS, Civil & Environmental Engineering, 2011, University of Utah

 A new structural building system (Plattforms) was investigated at the University of Utah. The system was analyzed to determine capacity, behavior, and residual strength. Three… (more)

Subjects/Keywords: Structural engineering; Strut and tie

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APA (6th Edition):

Burkhart, B. A. (2011). Behavior and analysis of plattforms building system. (Masters Thesis). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335

Chicago Manual of Style (16th Edition):

Burkhart, Bret Albert. “Behavior and analysis of plattforms building system.” 2011. Masters Thesis, University of Utah. Accessed January 19, 2020. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335.

MLA Handbook (7th Edition):

Burkhart, Bret Albert. “Behavior and analysis of plattforms building system.” 2011. Web. 19 Jan 2020.

Vancouver:

Burkhart BA. Behavior and analysis of plattforms building system. [Internet] [Masters thesis]. University of Utah; 2011. [cited 2020 Jan 19]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335.

Council of Science Editors:

Burkhart BA. Behavior and analysis of plattforms building system. [Masters Thesis]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/102/rec/335


Vanderbilt University

2. Grady, Nathan Ryan. Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut.

Degree: MS, Mechanical Engineering, 2010, Vanderbilt University

 Supersonic air flow over a wall cavity with a rear ramp both with and without an upstream strut was studied with Hydroxyl Tagging Velocimetry (HTV).… (more)

Subjects/Keywords: strut; cavity; laser; HTV; supersonic; scramjet

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APA (6th Edition):

Grady, N. R. (2010). Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut. (Masters Thesis). Vanderbilt University. Retrieved from http://etd.library.vanderbilt.edu/available/etd-12102010-144923/ ;

Chicago Manual of Style (16th Edition):

Grady, Nathan Ryan. “Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut.” 2010. Masters Thesis, Vanderbilt University. Accessed January 19, 2020. http://etd.library.vanderbilt.edu/available/etd-12102010-144923/ ;.

MLA Handbook (7th Edition):

Grady, Nathan Ryan. “Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut.” 2010. Web. 19 Jan 2020.

Vancouver:

Grady NR. Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut. [Internet] [Masters thesis]. Vanderbilt University; 2010. [cited 2020 Jan 19]. Available from: http://etd.library.vanderbilt.edu/available/etd-12102010-144923/ ;.

Council of Science Editors:

Grady NR. Hydroxyl Tagging Velocimetry in a Supersonic Flow Over a Ramped-Wall Cavity Flameholder with an Upstream Strut. [Masters Thesis]. Vanderbilt University; 2010. Available from: http://etd.library.vanderbilt.edu/available/etd-12102010-144923/ ;


Florida International University

3. Rezaei, Nazanin. Study on Strut and Node Behavior in Strut-and-Tie Modeling.

Degree: PhD, Civil Engineering, 2018, Florida International University

  The strut-and-tie method (STM) is a simple and conservative method for designing concrete structures, especially deep beams. This method expresses complicated stress patterns as… (more)

Subjects/Keywords: deep beams; strut-and-tie method; node behavior; failure mode; strut strength; Civil Engineering; Construction Engineering and Management; Structural Engineering

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APA (6th Edition):

Rezaei, N. (2018). Study on Strut and Node Behavior in Strut-and-Tie Modeling. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3749 ; 10.25148/etd.FIDC006887 ; FIDC006887

Chicago Manual of Style (16th Edition):

Rezaei, Nazanin. “Study on Strut and Node Behavior in Strut-and-Tie Modeling.” 2018. Doctoral Dissertation, Florida International University. Accessed January 19, 2020. https://digitalcommons.fiu.edu/etd/3749 ; 10.25148/etd.FIDC006887 ; FIDC006887.

MLA Handbook (7th Edition):

Rezaei, Nazanin. “Study on Strut and Node Behavior in Strut-and-Tie Modeling.” 2018. Web. 19 Jan 2020.

Vancouver:

Rezaei N. Study on Strut and Node Behavior in Strut-and-Tie Modeling. [Internet] [Doctoral dissertation]. Florida International University; 2018. [cited 2020 Jan 19]. Available from: https://digitalcommons.fiu.edu/etd/3749 ; 10.25148/etd.FIDC006887 ; FIDC006887.

Council of Science Editors:

Rezaei N. Study on Strut and Node Behavior in Strut-and-Tie Modeling. [Doctoral Dissertation]. Florida International University; 2018. Available from: https://digitalcommons.fiu.edu/etd/3749 ; 10.25148/etd.FIDC006887 ; FIDC006887


Addis Ababa University

4. Hamdiya, Bedru. EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL .

Degree: 2014, Addis Ababa University

 The design of D-regions of reinforced concrete beams is the past was based on rules of thumb and past experience. Strut-and-Tie Modeling (STM) is an… (more)

Subjects/Keywords: HAMMERHEAD PIER CAP; BRIDGE DESIGN; STRUT; TIE MODEL

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APA (6th Edition):

Hamdiya, B. (2014). EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6017

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):

Hamdiya, Bedru. “EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL .” 2014. Thesis, Addis Ababa University. Accessed January 19, 2020. http://etd.aau.edu.et/dspace/handle/123456789/6017.

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

MLA Handbook (7th Edition):

Hamdiya, Bedru. “EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL .” 2014. Web. 19 Jan 2020.

Vancouver:

Hamdiya B. EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2020 Jan 19]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6017.

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

Council of Science Editors:

Hamdiya B. EVALUATION OF HAMMERHEAD PIER CAP BRIDGE DESIGN USING STRUT AND TIE MODEL . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6017

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


University of Cincinnati

5. Kulkarni, Allakh. An Application of Strut-and-Tie Model to Deep Beams.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2011, University of Cincinnati

Strut-and-tie modeling (STM) is an experimentally proven technique to analyze and design D-regions. STM is easy to model if the truss configuration is available.… (more)

Subjects/Keywords: Civil Engineering; Strut-and-tie Model; Deep Beams

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APA (6th Edition):

Kulkarni, A. (2011). An Application of Strut-and-Tie Model to Deep Beams. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1312554372

Chicago Manual of Style (16th Edition):

Kulkarni, Allakh. “An Application of Strut-and-Tie Model to Deep Beams.” 2011. Masters Thesis, University of Cincinnati. Accessed January 19, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1312554372.

MLA Handbook (7th Edition):

Kulkarni, Allakh. “An Application of Strut-and-Tie Model to Deep Beams.” 2011. Web. 19 Jan 2020.

Vancouver:

Kulkarni A. An Application of Strut-and-Tie Model to Deep Beams. [Internet] [Masters thesis]. University of Cincinnati; 2011. [cited 2020 Jan 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1312554372.

Council of Science Editors:

Kulkarni A. An Application of Strut-and-Tie Model to Deep Beams. [Masters Thesis]. University of Cincinnati; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1312554372


Penn State University

6. Padala, V Santhosh. Noise generation mechanisms in short ducted rotors.

Degree: MS, Aerospace Engineering, 2010, Penn State University

 Ducted rotors are commonly used in helicopters as a tail rotor and in unmanned air vehicles for improved performance and safety. Proposed fan-craft vehicle designs… (more)

Subjects/Keywords: aerodynamic noise; ducted rotors; unsteady loading response; strut wake; CFD

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APA (6th Edition):

Padala, V. S. (2010). Noise generation mechanisms in short ducted rotors. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/11241

Chicago Manual of Style (16th Edition):

Padala, V Santhosh. “Noise generation mechanisms in short ducted rotors.” 2010. Masters Thesis, Penn State University. Accessed January 19, 2020. https://etda.libraries.psu.edu/catalog/11241.

MLA Handbook (7th Edition):

Padala, V Santhosh. “Noise generation mechanisms in short ducted rotors.” 2010. Web. 19 Jan 2020.

Vancouver:

Padala VS. Noise generation mechanisms in short ducted rotors. [Internet] [Masters thesis]. Penn State University; 2010. [cited 2020 Jan 19]. Available from: https://etda.libraries.psu.edu/catalog/11241.

Council of Science Editors:

Padala VS. Noise generation mechanisms in short ducted rotors. [Masters Thesis]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/11241

7. Rodrigues, Sara Cristina Barros Branco. Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas.

Degree: 2015, Instituto Politécnico do Porto

No presente trabalho apresentam-se estudos desenvolvidos com o objetivo de análise, conceção e dimensionamento de sistemas de escoramentos metálicos modulares e reaproveitáveis a usar como… (more)

Subjects/Keywords: Contenção Periférica; Escoramento; Modular; Reaproveitável; Retaining wall; Strut; Modular; Reusable; Estruturas

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APA (6th Edition):

Rodrigues, S. C. B. B. (2015). Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8108

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):

Rodrigues, Sara Cristina Barros Branco. “Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas.” 2015. Thesis, Instituto Politécnico do Porto. Accessed January 19, 2020. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8108.

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

MLA Handbook (7th Edition):

Rodrigues, Sara Cristina Barros Branco. “Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas.” 2015. Web. 19 Jan 2020.

Vancouver:

Rodrigues SCBB. Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas. [Internet] [Thesis]. Instituto Politécnico do Porto; 2015. [cited 2020 Jan 19]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8108.

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

Council of Science Editors:

Rodrigues SCBB. Sistemas Modulares de Escoramento para Estruturas de Contenção Enterradas. [Thesis]. Instituto Politécnico do Porto; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/8108

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


Kansas State University

8. Skibbe, Eric. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.

Degree: MS, Department of Architectural Engineering and Construction Science, 2010, Kansas State University

Strut-and-Tie models are useful in designing reinforced concrete structures with discontinuity regions where linear stress distribution is not valid. Deep beams are typically short girders… (more)

Subjects/Keywords: Strut-and-Tie Modeling; Deep Beam; Engineering, Civil (0543)

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APA (6th Edition):

Skibbe, E. (2010). A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/3907

Chicago Manual of Style (16th Edition):

Skibbe, Eric. “A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.” 2010. Masters Thesis, Kansas State University. Accessed January 19, 2020. http://hdl.handle.net/2097/3907.

MLA Handbook (7th Edition):

Skibbe, Eric. “A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures.” 2010. Web. 19 Jan 2020.

Vancouver:

Skibbe E. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2097/3907.

Council of Science Editors:

Skibbe E. A comparison of design using strut-and-tie modeling and deep beam method for transfer girders in building structures. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/3907


Oklahoma State University

9. Hu, Qinang. STM Design of Simply Supported Beams with Minimum Strain Energy.

Degree: School of Civil & Environmental Engineering, 2011, Oklahoma State University

 In STM design, minimum strain energy is recommended for choosing one model from all possibilities. In a simply supported beam with single load design case,… (more)

Subjects/Keywords: minimum strain energy; simply supported beam; strut-and-tie model

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APA (6th Edition):

Hu, Q. (2011). STM Design of Simply Supported Beams with Minimum Strain Energy. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10129

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):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Thesis, Oklahoma State University. Accessed January 19, 2020. http://hdl.handle.net/11244/10129.

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

MLA Handbook (7th Edition):

Hu, Qinang. “STM Design of Simply Supported Beams with Minimum Strain Energy.” 2011. Web. 19 Jan 2020.

Vancouver:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Internet] [Thesis]. Oklahoma State University; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11244/10129.

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

Council of Science Editors:

Hu Q. STM Design of Simply Supported Beams with Minimum Strain Energy. [Thesis]. Oklahoma State University; 2011. Available from: http://hdl.handle.net/11244/10129

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


Virginia Tech

10. Mozingo, Joseph Alexander. Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder.

Degree: MS, Mechanical Engineering, 2004, Virginia Tech

 As the flight speeds of aircraft are increased above Mach 5, efficient methods of propulsion are needed. Scramjets may be a solution to this problem.… (more)

Subjects/Keywords: strut; plasma torch; supersonic combustion

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APA (6th Edition):

Mozingo, J. A. (2004). Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/36461

Chicago Manual of Style (16th Edition):

Mozingo, Joseph Alexander. “Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder.” 2004. Masters Thesis, Virginia Tech. Accessed January 19, 2020. http://hdl.handle.net/10919/36461.

MLA Handbook (7th Edition):

Mozingo, Joseph Alexander. “Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder.” 2004. Web. 19 Jan 2020.

Vancouver:

Mozingo JA. Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10919/36461.

Council of Science Editors:

Mozingo JA. Evaluation of a Strut-Plasma Torch Combination as a Supersonic Igniter-Flameholder. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/36461


Indian Institute of Science

11. Kumar, V V Nagendra. An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut.

Degree: 2007, Indian Institute of Science

 This thesis deals with the design of an anti-skid brake controller for a generic fighter aircraft. Antiskid brake controllers prevent wheel locking and maximize the… (more)

Subjects/Keywords: Anti-skid Break Controller; Elastic Strut; Fighter Aircraft; Landing Gear Strut Dynamics; Feedback Linearization; Fighter Aircraft - Break Management System; Anti-skid Break Control Systems; Slip Control; Slip Controller; Military Engineering

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APA (6th Edition):

Kumar, V. V. N. (2007). An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/473

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):

Kumar, V V Nagendra. “An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut.” 2007. Thesis, Indian Institute of Science. Accessed January 19, 2020. http://hdl.handle.net/2005/473.

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

MLA Handbook (7th Edition):

Kumar, V V Nagendra. “An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut.” 2007. Web. 19 Jan 2020.

Vancouver:

Kumar VVN. An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut. [Internet] [Thesis]. Indian Institute of Science; 2007. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2005/473.

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

Council of Science Editors:

Kumar VVN. An Anti-Skid Brake Controller For A Fighter Aircraft With An Elastic Strut. [Thesis]. Indian Institute of Science; 2007. Available from: http://hdl.handle.net/2005/473

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


Texas A&M University

12. Scott, Reece Melby. Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers.

Degree: 2010, Texas A&M University

 A compatibility-based strut-and-tie model C-STM is proposed for analyzing deep beams and disturbed regions with particular emphasis on reinforced concrete bridge piers. In addition to… (more)

Subjects/Keywords: Shear; deep beams; strut-and-tie; deformation compatibility; D-region; truss model

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APA (6th Edition):

Scott, R. M. (2010). Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8563

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):

Scott, Reece Melby. “Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers.” 2010. Thesis, Texas A&M University. Accessed January 19, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8563.

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

MLA Handbook (7th Edition):

Scott, Reece Melby. “Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers.” 2010. Web. 19 Jan 2020.

Vancouver:

Scott RM. Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8563.

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

Council of Science Editors:

Scott RM. Experimentally Validated Compatibility Strut and Tie Modeling of Reinforced Concrete Bridge Piers. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-08-8563

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

13. Whiting, Andrew Ivan Melville. Localized buckling of an elastic strut in a visco-elastic medium.

Degree: PhD, 1996, Imperial College London

 Certain types of long, axially compressed structures have the potential to buckle locally in one or more regions rather than uniformly along their length. Here,… (more)

Subjects/Keywords: 624.1; Strut-on-foundation modelling; Instability

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APA (6th Edition):

Whiting, A. I. M. (1996). Localized buckling of an elastic strut in a visco-elastic medium. (Doctoral Dissertation). Imperial College London. Retrieved from http://hdl.handle.net/10044/1/37110

Chicago Manual of Style (16th Edition):

Whiting, Andrew Ivan Melville. “Localized buckling of an elastic strut in a visco-elastic medium.” 1996. Doctoral Dissertation, Imperial College London. Accessed January 19, 2020. http://hdl.handle.net/10044/1/37110.

MLA Handbook (7th Edition):

Whiting, Andrew Ivan Melville. “Localized buckling of an elastic strut in a visco-elastic medium.” 1996. Web. 19 Jan 2020.

Vancouver:

Whiting AIM. Localized buckling of an elastic strut in a visco-elastic medium. [Internet] [Doctoral dissertation]. Imperial College London; 1996. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10044/1/37110.

Council of Science Editors:

Whiting AIM. Localized buckling of an elastic strut in a visco-elastic medium. [Doctoral Dissertation]. Imperial College London; 1996. Available from: http://hdl.handle.net/10044/1/37110


Brigham Young University

14. Buxton, Jeffrey Ryan. Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings.

Degree: MS, 2017, Brigham Young University

 Construction practices are constantly evolving in order to adapt to physical locations and economic conditions. These adaptations may result in more cost-effective designs, but may… (more)

Subjects/Keywords: strut-and-tie; shear walls; partially grouted; masonry; Civil and Environmental Engineering

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APA (6th Edition):

Buxton, J. R. (2017). Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7292&context=etd

Chicago Manual of Style (16th Edition):

Buxton, Jeffrey Ryan. “Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings.” 2017. Masters Thesis, Brigham Young University. Accessed January 19, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7292&context=etd.

MLA Handbook (7th Edition):

Buxton, Jeffrey Ryan. “Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings.” 2017. Web. 19 Jan 2020.

Vancouver:

Buxton JR. Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings. [Internet] [Masters thesis]. Brigham Young University; 2017. [cited 2020 Jan 19]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7292&context=etd.

Council of Science Editors:

Buxton JR. Strut-and-Tie Modeling of Multistory, Partially-Grouted, Concrete Masonry Shear Walls with Openings. [Masters Thesis]. Brigham Young University; 2017. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7292&context=etd


Brno University of Technology

15. Jelínek, Josef. Návrh a analýza rámu závodního pneumobilu .

Degree: 2016, Brno University of Technology

 Tato bakalářská práce reaguje na změny v pravidlech pro nový ročník soutěže Aventics Pneumobil a současně navrhuje řešení problémů ovlivňujících jízdní vlastnosti, které byly zjištěny… (more)

Subjects/Keywords: Návrh rámu vozidla; pneumobil; příhradový rám; Vehicle frame design; pneumobile; strut frame

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

APA (6th Edition):

Jelínek, J. (2016). Návrh a analýza rámu závodního pneumobilu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/60539

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):

Jelínek, Josef. “Návrh a analýza rámu závodního pneumobilu .” 2016. Thesis, Brno University of Technology. Accessed January 19, 2020. http://hdl.handle.net/11012/60539.

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

MLA Handbook (7th Edition):

Jelínek, Josef. “Návrh a analýza rámu závodního pneumobilu .” 2016. Web. 19 Jan 2020.

Vancouver:

Jelínek J. Návrh a analýza rámu závodního pneumobilu . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11012/60539.

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

Council of Science Editors:

Jelínek J. Návrh a analýza rámu závodního pneumobilu . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/60539

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


Virginia Tech

16. McDonald, Melea E. The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft.

Degree: MS, Aerospace and Ocean Engineering, 2010, Virginia Tech

 In recent years, research has been conducted for alternative commercial transonic aircraft design configurations, such as the strut- braced wing and the truss-braced wing aircraft… (more)

Subjects/Keywords: Multidisciplinary Design Optimization; Aircraft Design; Strut-Braced Wing; Truss-Braced Wing; Transonic Transport

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APA (6th Edition):

McDonald, M. E. (2010). The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34124

Chicago Manual of Style (16th Edition):

McDonald, Melea E. “The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft.” 2010. Masters Thesis, Virginia Tech. Accessed January 19, 2020. http://hdl.handle.net/10919/34124.

MLA Handbook (7th Edition):

McDonald, Melea E. “The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft.” 2010. Web. 19 Jan 2020.

Vancouver:

McDonald ME. The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10919/34124.

Council of Science Editors:

McDonald ME. The Effect of Reducing Cruise Altitude on the Topology and Emissions of a Commercial Transport Aircraft. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/34124


Virginia Tech

17. Meadows, Nicholas Andrew. Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft.

Degree: MS, Aerospace and Ocean Engineering, 2011, Virginia Tech

 This study utilizes Multidisciplinary Design Optimization (MDO) techniques to explore the effectiveness of the truss-braced (TBW) and strut-braced (SBW) wing configurations in enhancing the performance… (more)

Subjects/Keywords: Transonic Transport Aircraft; Truss-Braced Wing; Multidisciplinary Design Optimization; Strut-Braced Wing

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APA (6th Edition):

Meadows, N. A. (2011). Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/44022

Chicago Manual of Style (16th Edition):

Meadows, Nicholas Andrew. “Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft.” 2011. Masters Thesis, Virginia Tech. Accessed January 19, 2020. http://hdl.handle.net/10919/44022.

MLA Handbook (7th Edition):

Meadows, Nicholas Andrew. “Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft.” 2011. Web. 19 Jan 2020.

Vancouver:

Meadows NA. Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10919/44022.

Council of Science Editors:

Meadows NA. Multidisciplinary Design Optimization of a Medium Range Transonic Truss-Braced Wing Transport Aircraft. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/44022

18. Mendoza Chavez, Gustavo. Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach.

Degree: Docteur es, Génie Civil, 2018, Université Paris-Est

Dans le domaine des structures en Béton Armé (BA) et plus spécifiquement, lors de la conception d'éléments non-flexibles tels que les corbeaux, les poutres bayonets… (more)

Subjects/Keywords: Optimisation; Bielles-Et-Tirants; Structures massifs; Optimization; Strut-And-Tie; Non-Flexural elements

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APA (6th Edition):

Mendoza Chavez, G. (2018). Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2018PESC1030

Chicago Manual of Style (16th Edition):

Mendoza Chavez, Gustavo. “Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach.” 2018. Doctoral Dissertation, Université Paris-Est. Accessed January 19, 2020. http://www.theses.fr/2018PESC1030.

MLA Handbook (7th Edition):

Mendoza Chavez, Gustavo. “Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach.” 2018. Web. 19 Jan 2020.

Vancouver:

Mendoza Chavez G. Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach. [Internet] [Doctoral dissertation]. Université Paris-Est; 2018. [cited 2020 Jan 19]. Available from: http://www.theses.fr/2018PESC1030.

Council of Science Editors:

Mendoza Chavez G. Approche semi-automatique de génération de modèles bielles-et-tirants : Strut-and-Tie models for the design of non-flexural elements : computational aided approach. [Doctoral Dissertation]. Université Paris-Est; 2018. Available from: http://www.theses.fr/2018PESC1030


Brno University of Technology

19. Jančík, Kryštof. Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory .

Degree: 2016, Brno University of Technology

 Tato bakalářská práce se zabývá konstrukcí vibroizolační vzpěry, jejíž tlumič využívá magnetoreologickou (MR) kapalinu. Plné využití potenciálu semi-aktivně řízeného MR tlumiče pro zajištění velkého rozsahu… (more)

Subjects/Keywords: Magnetoreologická kapalina; vibroizolace; vzpěra; tlumič; tření; pračka; Magnetorheological fluid; vibroisolation; strut; damper; friction; washing machine

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APA (6th Edition):

Jančík, K. (2016). Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/61142

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):

Jančík, Kryštof. “Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory .” 2016. Thesis, Brno University of Technology. Accessed January 19, 2020. http://hdl.handle.net/11012/61142.

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

MLA Handbook (7th Edition):

Jančík, Kryštof. “Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory .” 2016. Web. 19 Jan 2020.

Vancouver:

Jančík K. Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11012/61142.

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

Council of Science Editors:

Jančík K. Konstrukční návrh vibroizolační vzpěry s minimálními pasivními odpory . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/61142

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


Brno University of Technology

20. Novák, Tomáš. Napjatostně deformační analýza rozhledny Hraniční vrch .

Degree: 2018, Brno University of Technology

 Bakalářská práce je zaměřená na posouzení napjatostně deformační analýzy prutové soustavy, která vychází z rozhledny Hraniční vrch u Města Albrechtic. Hlavním cílem této práce je… (more)

Subjects/Keywords: Tah; tlak; prut; mezní stav; prutová konstrukce; Tension; compresion; bar; limit state; strut frame

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APA (6th Edition):

Novák, T. (2018). Napjatostně deformační analýza rozhledny Hraniční vrch . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/82577

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):

Novák, Tomáš. “Napjatostně deformační analýza rozhledny Hraniční vrch .” 2018. Thesis, Brno University of Technology. Accessed January 19, 2020. http://hdl.handle.net/11012/82577.

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

MLA Handbook (7th Edition):

Novák, Tomáš. “Napjatostně deformační analýza rozhledny Hraniční vrch .” 2018. Web. 19 Jan 2020.

Vancouver:

Novák T. Napjatostně deformační analýza rozhledny Hraniční vrch . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11012/82577.

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

Council of Science Editors:

Novák T. Napjatostně deformační analýza rozhledny Hraniční vrch . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/82577

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

21. ZHAO YUJIE. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.

Degree: 2016, National University of Singapore

Subjects/Keywords: FRP strengthening; strut and tie model

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APA (6th Edition):

YUJIE, Z. (2016). FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/132129

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):

YUJIE, ZHAO. “FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.” 2016. Thesis, National University of Singapore. Accessed January 19, 2020. http://scholarbank.nus.edu.sg/handle/10635/132129.

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

MLA Handbook (7th Edition):

YUJIE, ZHAO. “FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING.” 2016. Web. 19 Jan 2020.

Vancouver:

YUJIE Z. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. [Internet] [Thesis]. National University of Singapore; 2016. [cited 2020 Jan 19]. Available from: http://scholarbank.nus.edu.sg/handle/10635/132129.

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

Council of Science Editors:

YUJIE Z. FRP STRENGTHENING OF NON-FLEXURAL REINFORCED CONCRETE MEMBERS BASED ON STRUT-AND-TIE MODELLING. [Thesis]. National University of Singapore; 2016. Available from: http://scholarbank.nus.edu.sg/handle/10635/132129

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


Université Catholique de Louvain

22. Rondeaux, Jean-François. Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches.

Degree: 2019, Université Catholique de Louvain

The art of structural design requires specific methods and tools. One of those consists in modelling the structural behaviour through a network of straight bars,… (more)

Subjects/Keywords: Theory of Plasticity; Limit state analysis; Static equilibrium; Strut-and-tie modelling; Graphic statics

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APA (6th Edition):

Rondeaux, J. (2019). Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches. (Thesis). Université Catholique de Louvain. Retrieved from http://hdl.handle.net/2078.1/216770

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):

Rondeaux, Jean-François. “Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches.” 2019. Thesis, Université Catholique de Louvain. Accessed January 19, 2020. http://hdl.handle.net/2078.1/216770.

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

MLA Handbook (7th Edition):

Rondeaux, Jean-François. “Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches.” 2019. Web. 19 Jan 2020.

Vancouver:

Rondeaux J. Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches. [Internet] [Thesis]. Université Catholique de Louvain; 2019. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2078.1/216770.

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

Council of Science Editors:

Rondeaux J. Graphical limit state analysis : application to statically indeterminate trusses, beams and masonry arches. [Thesis]. Université Catholique de Louvain; 2019. Available from: http://hdl.handle.net/2078.1/216770

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


University of Waterloo

23. Krall, Martin. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.

Degree: 2014, University of Waterloo

 This thesis is a summary of research on the use of glass fibre reinforced polymer (GFRP) bars and stirrups as internal reinforcement for concrete beams.… (more)

Subjects/Keywords: concrete beam; concrete beams; GFRP; glass fiber reinforced polymer; glass fibre reinforced polymer; FRP; fiber reinforced polymer; fibre reinforced polymer; shear reinforcement; shear reinforcements; stirrup; stirrups; strut; tie; strut and tie; brittle reinforcement; brittle reinforcements; bend strength; shear; deep beam; deep beams; shear compression; strut crushing; indeterminate strut and tie; softening coefficient; softening coefficients

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APA (6th Edition):

Krall, M. (2014). Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9003

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):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Thesis, University of Waterloo. Accessed January 19, 2020. http://hdl.handle.net/10012/9003.

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

MLA Handbook (7th Edition):

Krall, Martin. “Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements.” 2014. Web. 19 Jan 2020.

Vancouver:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Internet] [Thesis]. University of Waterloo; 2014. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10012/9003.

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

Council of Science Editors:

Krall M. Tests on Concrete Beams with GFRP Flexural and Shear Reinforcements & Analysis Method for Indeterminate Strut-and-Tie Models with Brittle Reinforcements. [Thesis]. University of Waterloo; 2014. Available from: http://hdl.handle.net/10012/9003

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


University of Toronto

24. Wang, Zhunqi David. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.

Degree: 2014, University of Toronto

Ultra-high performance fibre reinforced concrete is a novel type of cementitious material with a typical compressive strength and tensile strength of approximately 150 MPa and… (more)

Subjects/Keywords: Beam Database; Fibre-Reinforced Concrete; Shear Beam; Strut and Tie; Truss Model; UHPFRC; 0543

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APA (6th Edition):

Wang, Z. D. (2014). Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/67859

Chicago Manual of Style (16th Edition):

Wang, Zhunqi David. “Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.” 2014. Masters Thesis, University of Toronto. Accessed January 19, 2020. http://hdl.handle.net/1807/67859.

MLA Handbook (7th Edition):

Wang, Zhunqi David. “Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.” 2014. Web. 19 Jan 2020.

Vancouver:

Wang ZD. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/1807/67859.

Council of Science Editors:

Wang ZD. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/67859


Brno University of Technology

25. Martínek, Tomáš. Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav .

Degree: 2011, Brno University of Technology

 Hlavním cílem této práce je vypracování programu, který bude řešit úlohy z oblasti prostého tahu/tlaku prutů a prutových soustav v rozsahu bakalářského studia. Práce se… (more)

Subjects/Keywords: prut; tah; tlak; prutová soustava; program; napětí; bar; tension; compression; strut frames; program; stress

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APA (6th Edition):

Martínek, T. (2011). Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/387

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):

Martínek, Tomáš. “Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav .” 2011. Thesis, Brno University of Technology. Accessed January 19, 2020. http://hdl.handle.net/11012/387.

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

MLA Handbook (7th Edition):

Martínek, Tomáš. “Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav .” 2011. Web. 19 Jan 2020.

Vancouver:

Martínek T. Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav . [Internet] [Thesis]. Brno University of Technology; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/11012/387.

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

Council of Science Editors:

Martínek T. Návrh programu pro tvorbu a řešení příkladů z prostého tahu/tlaku prutů a jejich soustav . [Thesis]. Brno University of Technology; 2011. Available from: http://hdl.handle.net/11012/387

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


University of North Texas

26. Gawalapu, Ravi Kumar. Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft.

Degree: 2007, University of North Texas

 In order to understand the structural changes in myosin S1, fluorescence polarization and computational dynamics simulations were used. Dynamics simulations on the S1 motor domain… (more)

Subjects/Keywords: Strut; fluorescence; label; Myosin.; Muscle proteins.

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APA (6th Edition):

Gawalapu, R. K. (2007). Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc3974/

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):

Gawalapu, Ravi Kumar. “Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft.” 2007. Thesis, University of North Texas. Accessed January 19, 2020. https://digital.library.unt.edu/ark:/67531/metadc3974/.

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

MLA Handbook (7th Edition):

Gawalapu, Ravi Kumar. “Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft.” 2007. Web. 19 Jan 2020.

Vancouver:

Gawalapu RK. Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft. [Internet] [Thesis]. University of North Texas; 2007. [cited 2020 Jan 19]. Available from: https://digital.library.unt.edu/ark:/67531/metadc3974/.

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

Council of Science Editors:

Gawalapu RK. Fluorescence labeling and computational analysis of the strut of myosin's 50 kDa cleft. [Thesis]. University of North Texas; 2007. Available from: https://digital.library.unt.edu/ark:/67531/metadc3974/

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


University of Texas – Austin

27. Larson, Nancy Anne, 1986-. Design of reinforced concrete inverted-T beams for strength and serviceability.

Degree: PhD, Civil Engineering, 2013, University of Texas – Austin

 Significant diagonal cracking in reinforced concrete inverted-T straddle bent caps has been reported throughout the State of Texas. Many of the distressed structures were recently… (more)

Subjects/Keywords: Reinforced concrete; Strut-and-tie modeling; Inverted-T bent cap; Strength; Serviceability; Large-scale testing

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APA (6th Edition):

Larson, Nancy Anne, 1. (2013). Design of reinforced concrete inverted-T beams for strength and serviceability. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21270

Chicago Manual of Style (16th Edition):

Larson, Nancy Anne, 1986-. “Design of reinforced concrete inverted-T beams for strength and serviceability.” 2013. Doctoral Dissertation, University of Texas – Austin. Accessed January 19, 2020. http://hdl.handle.net/2152/21270.

MLA Handbook (7th Edition):

Larson, Nancy Anne, 1986-. “Design of reinforced concrete inverted-T beams for strength and serviceability.” 2013. Web. 19 Jan 2020.

Vancouver:

Larson, Nancy Anne 1. Design of reinforced concrete inverted-T beams for strength and serviceability. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2013. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/2152/21270.

Council of Science Editors:

Larson, Nancy Anne 1. Design of reinforced concrete inverted-T beams for strength and serviceability. [Doctoral Dissertation]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21270


University of Texas – Austin

28. Wilson, Heather Renae. Investigation of corbels designed according to strut-and-tie and empirical methods.

Degree: MSin Engineering, Civil Engineering, 2017, University of Texas – Austin

 Corbels are short, typically shear-controlled, cantilevers that transfer loads to columns in structures. Currently, ACI 318-14 provisions allow the structural design of shear-controlled corbels through… (more)

Subjects/Keywords: Corbel; Shear strength; Strut-and-tie; Diagonal cracking; Secondary reinforcement; Code provisions

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APA (6th Edition):

Wilson, H. R. (2017). Investigation of corbels designed according to strut-and-tie and empirical methods. (Masters Thesis). University of Texas – Austin. Retrieved from http://dx.doi.org/10.26153/tsw/2767

Chicago Manual of Style (16th Edition):

Wilson, Heather Renae. “Investigation of corbels designed according to strut-and-tie and empirical methods.” 2017. Masters Thesis, University of Texas – Austin. Accessed January 19, 2020. http://dx.doi.org/10.26153/tsw/2767.

MLA Handbook (7th Edition):

Wilson, Heather Renae. “Investigation of corbels designed according to strut-and-tie and empirical methods.” 2017. Web. 19 Jan 2020.

Vancouver:

Wilson HR. Investigation of corbels designed according to strut-and-tie and empirical methods. [Internet] [Masters thesis]. University of Texas – Austin; 2017. [cited 2020 Jan 19]. Available from: http://dx.doi.org/10.26153/tsw/2767.

Council of Science Editors:

Wilson HR. Investigation of corbels designed according to strut-and-tie and empirical methods. [Masters Thesis]. University of Texas – Austin; 2017. Available from: http://dx.doi.org/10.26153/tsw/2767

29. Semrád Karel. Optimalizační metoda pro automatický návrh výztuže železobetonových prvků .

Degree: 2011, Czech University of Technology

 Disertační práce popisuje optimalizační metodu pro automatické generování náhradních příhradových modelů a tomu odpovídající návrh výztuže poruchových oblastí železobetonových konstrukcí. Navržený výpočetní postup je schopen… (more)

Subjects/Keywords: železobeton; optimalizace; automatický návrh výztuže; příhradová analogie structural concrete; optimization; automatic design of the reinforcement layout; strut-and-tie analogy

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

APA (6th Edition):

Karel, S. (2011). Optimalizační metoda pro automatický návrh výztuže železobetonových prvků . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/8023

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):

Karel, Semrád. “Optimalizační metoda pro automatický návrh výztuže železobetonových prvků .” 2011. Thesis, Czech University of Technology. Accessed January 19, 2020. http://hdl.handle.net/10467/8023.

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

MLA Handbook (7th Edition):

Karel, Semrád. “Optimalizační metoda pro automatický návrh výztuže železobetonových prvků .” 2011. Web. 19 Jan 2020.

Vancouver:

Karel S. Optimalizační metoda pro automatický návrh výztuže železobetonových prvků . [Internet] [Thesis]. Czech University of Technology; 2011. [cited 2020 Jan 19]. Available from: http://hdl.handle.net/10467/8023.

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

Council of Science Editors:

Karel S. Optimalizační metoda pro automatický návrh výztuže železobetonových prvků . [Thesis]. Czech University of Technology; 2011. Available from: http://hdl.handle.net/10467/8023

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

30. Tanno, Danieli Colombo dos Santos. Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear.

Degree: Mestrado, Estruturas, 2012, University of São Paulo

Este trabalho estuda o comportamento estrutural de blocos sobre estacas em concreto armado situados em divisas de terrenos. Foi feita revisão bibliográfica abordando os assuntos… (more)

Subjects/Keywords: Balance beam; Blocos de concreto; Modelo de bielas e tirantes; Reinforced concrete block piles; Strut and tie model; Vigas de equilíbrio

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APA (6th Edition):

Tanno, D. C. d. S. (2012). Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072012-101640/ ;

Chicago Manual of Style (16th Edition):

Tanno, Danieli Colombo dos Santos. “Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear.” 2012. Masters Thesis, University of São Paulo. Accessed January 19, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072012-101640/ ;.

MLA Handbook (7th Edition):

Tanno, Danieli Colombo dos Santos. “Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear.” 2012. Web. 19 Jan 2020.

Vancouver:

Tanno DCdS. Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Jan 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072012-101640/ ;.

Council of Science Editors:

Tanno DCdS. Blocos de concreto sobre estacas posicionados nas divisas de terrenos: estudo analítico e análise numérica linear. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03072012-101640/ ;

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