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

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University of Saskatchewan

1. Cordova Alcivar, Pedro Luis 1990-. Fretting fatigue in steel bolted connections.

Degree: 2018, University of Saskatchewan

 The steelwork in a potash mineshaft is subjected to repeated lateral loads due to the lateral motion of the cages and skips that transport personnel,… (more)

Subjects/Keywords: Fretting fatigue; slip-critical connections; partial slip regime; steel bolted connections

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APA (6th Edition):

Cordova Alcivar, P. L. 1. (2018). Fretting fatigue in steel bolted connections. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/11851

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):

Cordova Alcivar, Pedro Luis 1990-. “Fretting fatigue in steel bolted connections.” 2018. Thesis, University of Saskatchewan. Accessed January 20, 2020. http://hdl.handle.net/10388/11851.

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

MLA Handbook (7th Edition):

Cordova Alcivar, Pedro Luis 1990-. “Fretting fatigue in steel bolted connections.” 2018. Web. 20 Jan 2020.

Vancouver:

Cordova Alcivar PL1. Fretting fatigue in steel bolted connections. [Internet] [Thesis]. University of Saskatchewan; 2018. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10388/11851.

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

Council of Science Editors:

Cordova Alcivar PL1. Fretting fatigue in steel bolted connections. [Thesis]. University of Saskatchewan; 2018. Available from: http://hdl.handle.net/10388/11851

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


University of Cincinnati

2. OLTMAN, JONATHAN A. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 The complex moment-rotation behavior of bolted moment resisting connections requires advanced modeling techniques for the purposes of analysis and design. A model is presented that… (more)

Subjects/Keywords: Engineering, Civil; bolted connections; computer models; cyclic tests; hysteresis; semi-rigid connections; slip; structural analysis

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APA (6th Edition):

OLTMAN, J. A. (2007). MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304

Chicago Manual of Style (16th Edition):

OLTMAN, JONATHAN A. “MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.” 2007. Masters Thesis, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

MLA Handbook (7th Edition):

OLTMAN, JONATHAN A. “MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.” 2007. Web. 20 Jan 2020.

Vancouver:

OLTMAN JA. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

Council of Science Editors:

OLTMAN JA. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304


Purdue University

3. Zhu, Qiaqia. Fire behavior of bolted connections.

Degree: MS, Civil Engineering, 2014, Purdue University

Bolted connection failures have been observed in building fires and large-scale structural fire tests. Limited information is available on plate bearing behavior at elevated… (more)

Subjects/Keywords: Applied sciences; Bolted connections; Component-based model; Experimental tests; Finite element analysis; Fire; Civil Engineering

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APA (6th Edition):

Zhu, Q. (2014). Fire behavior of bolted connections. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/464

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):

Zhu, Qiaqia. “Fire behavior of bolted connections.” 2014. Thesis, Purdue University. Accessed January 20, 2020. http://docs.lib.purdue.edu/open_access_theses/464.

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

MLA Handbook (7th Edition):

Zhu, Qiaqia. “Fire behavior of bolted connections.” 2014. Web. 20 Jan 2020.

Vancouver:

Zhu Q. Fire behavior of bolted connections. [Internet] [Thesis]. Purdue University; 2014. [cited 2020 Jan 20]. Available from: http://docs.lib.purdue.edu/open_access_theses/464.

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

Council of Science Editors:

Zhu Q. Fire behavior of bolted connections. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/464

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


University of Kansas

4. Chen, Cheng. A parametric study aimed at assessing fatigue performance of bolted connections.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 The fatigue design provisions in the AASHTO-LRFD Bridge Design Specifications (2012) state that steel components with open holes should be classified as Fatigue Category D… (more)

Subjects/Keywords: Civil engineering; bolted connections; fatigue category; finite element analysis; slip-critical connection

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APA (6th Edition):

Chen, C. (2016). A parametric study aimed at assessing fatigue performance of bolted connections. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/23918

Chicago Manual of Style (16th Edition):

Chen, Cheng. “A parametric study aimed at assessing fatigue performance of bolted connections.” 2016. Masters Thesis, University of Kansas. Accessed January 20, 2020. http://hdl.handle.net/1808/23918.

MLA Handbook (7th Edition):

Chen, Cheng. “A parametric study aimed at assessing fatigue performance of bolted connections.” 2016. Web. 20 Jan 2020.

Vancouver:

Chen C. A parametric study aimed at assessing fatigue performance of bolted connections. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/1808/23918.

Council of Science Editors:

Chen C. A parametric study aimed at assessing fatigue performance of bolted connections. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/23918

5. Fávero Neto, Alomir Hélio. Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva.

Degree: Mestrado, Estruturas, 2013, University of São Paulo

Terças de aço formadas a frio são muito utilizadas em sistemas de cobertura e fechamento. Para conferir continuidade entre tramos adjacentes e possibilitar um melhor… (more)

Subjects/Keywords: Bolted connections; Cold-formed steel purlins; Continuidade; Continuity; Estruturas de aço; Ligações parafusadas; Steel structures; Terças de aço formadas a frio

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APA (6th Edition):

Fávero Neto, A. H. (2013). Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012014-142940/ ;

Chicago Manual of Style (16th Edition):

Fávero Neto, Alomir Hélio. “Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva.” 2013. Masters Thesis, University of São Paulo. Accessed January 20, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012014-142940/ ;.

MLA Handbook (7th Edition):

Fávero Neto, Alomir Hélio. “Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva.” 2013. Web. 20 Jan 2020.

Vancouver:

Fávero Neto AH. Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2020 Jan 20]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012014-142940/ ;.

Council of Science Editors:

Fávero Neto AH. Terças em perfis de aço formados a frio com continuidade nos apoios: ênfase ao estudo das ligações de alma parafusadas com transpasse ou luva. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012014-142940/ ;


University of Akron

6. Tinl, Nicholas E. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.

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

Bolted connections are one of the most common methods by which loadsare transmitted between metal structural elements. Because of this, being able to predict the… (more)

Subjects/Keywords: Aerospace Materials; Civil Engineering; Mechanical Engineering; Mechanics; titanium alloy; aluminum alloy; bolt bearing behavior; bolted connections; tear-out failure

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APA (6th Edition):

Tinl, N. E. (2011). An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214

Chicago Manual of Style (16th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Masters Thesis, University of Akron. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

MLA Handbook (7th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Web. 20 Jan 2020.

Vancouver:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

Council of Science Editors:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214


Ohio University

7. Ichikawa, Kazuhiko. The boundary element method and its application to the analysis of bolted connections.

Degree: MS, Mechanical Engineering (Engineering), 1984, Ohio University

The boundary element method and its application to the analysis of bolted connections Advisors/Committee Members: Halliday, Kenneth (Advisor).

Subjects/Keywords: Engineering, Mechanical; Boundary Element Method; Bolted Connections; Beam Bending

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APA (6th Edition):

Ichikawa, K. (1984). The boundary element method and its application to the analysis of bolted connections. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183661558

Chicago Manual of Style (16th Edition):

Ichikawa, Kazuhiko. “The boundary element method and its application to the analysis of bolted connections.” 1984. Masters Thesis, Ohio University. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183661558.

MLA Handbook (7th Edition):

Ichikawa, Kazuhiko. “The boundary element method and its application to the analysis of bolted connections.” 1984. Web. 20 Jan 2020.

Vancouver:

Ichikawa K. The boundary element method and its application to the analysis of bolted connections. [Internet] [Masters thesis]. Ohio University; 1984. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183661558.

Council of Science Editors:

Ichikawa K. The boundary element method and its application to the analysis of bolted connections. [Masters Thesis]. Ohio University; 1984. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183661558


Lehigh University

8. Artmont, Frank A. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.

Degree: PhD, Structural Engineering, 2017, Lehigh University

 Single support bar (SSB) modular bridge joint systems (MBJS) are exceedingly being used for accommodating thermal movements in medium and long span bridges exceeding 27… (more)

Subjects/Keywords: bolted connections; fatigue; modular bridge expansion joint systems; single support bar systems; structural dynamics; Structural Engineering

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APA (6th Edition):

Artmont, F. A. (2017). Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2939

Chicago Manual of Style (16th Edition):

Artmont, Frank A. “Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.” 2017. Doctoral Dissertation, Lehigh University. Accessed January 20, 2020. https://preserve.lehigh.edu/etd/2939.

MLA Handbook (7th Edition):

Artmont, Frank A. “Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.” 2017. Web. 20 Jan 2020.

Vancouver:

Artmont FA. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. [Internet] [Doctoral dissertation]. Lehigh University; 2017. [cited 2020 Jan 20]. Available from: https://preserve.lehigh.edu/etd/2939.

Council of Science Editors:

Artmont FA. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. [Doctoral Dissertation]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2939


University of Windsor

9. Sinclair, George R. The ultimate load carrying capacity of single angle, single bolted connections.

Degree: MA, Mechanical, Automotive, and Materials Engineering, 1968, University of Windsor

Subjects/Keywords: ANGLE; BOLTED; CAPACITY; CARRYING; CONNECTIONS; LOAD; SINGLE; ULTIMATE

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APA (6th Edition):

Sinclair, G. R. (1968). The ultimate load carrying capacity of single angle, single bolted connections. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/6540

Chicago Manual of Style (16th Edition):

Sinclair, George R. “The ultimate load carrying capacity of single angle, single bolted connections.” 1968. Masters Thesis, University of Windsor. Accessed January 20, 2020. https://scholar.uwindsor.ca/etd/6540.

MLA Handbook (7th Edition):

Sinclair, George R. “The ultimate load carrying capacity of single angle, single bolted connections.” 1968. Web. 20 Jan 2020.

Vancouver:

Sinclair GR. The ultimate load carrying capacity of single angle, single bolted connections. [Internet] [Masters thesis]. University of Windsor; 1968. [cited 2020 Jan 20]. Available from: https://scholar.uwindsor.ca/etd/6540.

Council of Science Editors:

Sinclair GR. The ultimate load carrying capacity of single angle, single bolted connections. [Masters Thesis]. University of Windsor; 1968. Available from: https://scholar.uwindsor.ca/etd/6540


Universidade do Rio Grande do Sul

10. Barbosa, Giovana Daltrozo. Influência da flexibilidade das ligações no projeto de estruturas metálicas.

Degree: 2006, Universidade do Rio Grande do Sul

Este trabalho aborda ligações semi-rígidas com o objetivo de verificar a influência da flexibilidade na análise de estruturas metálicas, com o propósito de apresentar um… (more)

Subjects/Keywords: Semi-rigid connections; Estruturas metálicas; Estruturas de aço; Welded connections; Bolted connections; Extend end plate; Metallic structures

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APA (6th Edition):

Barbosa, G. D. (2006). Influência da flexibilidade das ligações no projeto de estruturas metálicas. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/12127

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):

Barbosa, Giovana Daltrozo. “Influência da flexibilidade das ligações no projeto de estruturas metálicas.” 2006. Thesis, Universidade do Rio Grande do Sul. Accessed January 20, 2020. http://hdl.handle.net/10183/12127.

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

MLA Handbook (7th Edition):

Barbosa, Giovana Daltrozo. “Influência da flexibilidade das ligações no projeto de estruturas metálicas.” 2006. Web. 20 Jan 2020.

Vancouver:

Barbosa GD. Influência da flexibilidade das ligações no projeto de estruturas metálicas. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2006. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10183/12127.

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

Council of Science Editors:

Barbosa GD. Influência da flexibilidade das ligações no projeto de estruturas metálicas. [Thesis]. Universidade do Rio Grande do Sul; 2006. Available from: http://hdl.handle.net/10183/12127

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


Delft University of Technology

11. De Winkel, G.D. The static strenght of i-beam to circular hollow section column connections.

Degree: 1998, Delft University of Technology

 Semi-rigid connections between I-section beams and tubular columns can be used economically for buildings and offshore structures. The lack of stiffening plates allows the fabrication… (more)

Subjects/Keywords: static strenght; welded connections; bolted connections; i-beam to chs column connections; experimental tests; finite element analyses; analytical models

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APA (6th Edition):

De Winkel, G. D. (1998). The static strenght of i-beam to circular hollow section column connections. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49

Chicago Manual of Style (16th Edition):

De Winkel, G D. “The static strenght of i-beam to circular hollow section column connections.” 1998. Doctoral Dissertation, Delft University of Technology. Accessed January 20, 2020. http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49.

MLA Handbook (7th Edition):

De Winkel, G D. “The static strenght of i-beam to circular hollow section column connections.” 1998. Web. 20 Jan 2020.

Vancouver:

De Winkel GD. The static strenght of i-beam to circular hollow section column connections. [Internet] [Doctoral dissertation]. Delft University of Technology; 1998. [cited 2020 Jan 20]. Available from: http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49.

Council of Science Editors:

De Winkel GD. The static strenght of i-beam to circular hollow section column connections. [Doctoral Dissertation]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; urn:NBN:nl:ui:24-uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49 ; http://resolver.tudelft.nl/uuid:6f8c2f5e-52b4-48cb-aa51-3f2482c6bf49

12. Bolandim, Emerson Alexandro. Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio.

Degree: Mestrado, Estruturas, 2011, University of São Paulo

 Este trabalho apresenta uma investigação de modelos analíticos de previsão da força de tração resistente para ligações parafusadas em chapas finas e perfis de aço… (more)

Subjects/Keywords: Bolted connections; Cold-formed steel members; Confiabilidade estrutural; Erro de modelo; Estruturas de aço; Ligações parafusadas; Model error; Perfis de aço formados a frio; Steel structures; Structural reliability

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APA (6th Edition):

Bolandim, E. A. (2011). Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-27062011-140302/ ;

Chicago Manual of Style (16th Edition):

Bolandim, Emerson Alexandro. “Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio.” 2011. Masters Thesis, University of São Paulo. Accessed January 20, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-27062011-140302/ ;.

MLA Handbook (7th Edition):

Bolandim, Emerson Alexandro. “Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio.” 2011. Web. 20 Jan 2020.

Vancouver:

Bolandim EA. Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio. [Internet] [Masters thesis]. University of São Paulo; 2011. [cited 2020 Jan 20]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-27062011-140302/ ;.

Council of Science Editors:

Bolandim EA. Análise de confiabilidade em ligações parafusadas em chapas finas e perfis de aço formados a frio. [Masters Thesis]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-27062011-140302/ ;

13. Bergamasco, Pedro Diego Almeida. Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica.

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

Este trabalho apresenta um estudo do comportamento estrutural das ligações metálicas parafusadas viga-pilar com chapa de topo estendida. Enfatiza-se a fundamentação teórica, abordando os principais… (more)

Subjects/Keywords: Aço; Análise numérica; Beam-to-column; Bolted; Chapa de topo; Connections; End-plate; Estruturas; Ligações; Numerical analysis; Parafusadas; Semi-rigid; Semi-rígidas; Steel; Structures; Viga-pilar

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APA (6th Edition):

Bergamasco, P. D. A. (2012). Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012013-082009/ ;

Chicago Manual of Style (16th Edition):

Bergamasco, Pedro Diego Almeida. “Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica.” 2012. Masters Thesis, University of São Paulo. Accessed January 20, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012013-082009/ ;.

MLA Handbook (7th Edition):

Bergamasco, Pedro Diego Almeida. “Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica.” 2012. Web. 20 Jan 2020.

Vancouver:

Bergamasco PDA. Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Jan 20]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012013-082009/ ;.

Council of Science Editors:

Bergamasco PDA. Estudo do comportamento estrutural de ligações parafusadas viga-pilar com chapa de topo estendida: análise numérica. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-07012013-082009/ ;


Kyoto University / 京都大学

14. Lin, Xuchuan. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発.

Degree: 博士(工学), 2012, Kyoto University / 京都大学

新制・課程博士

甲第17154号

工博第3644号

Subjects/Keywords: Ultra-high Strength Steel; Built-up Columns; Low- to Mid-rise; Bolted Connections

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

APA (6th Edition):

Lin, X. (2012). Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/161010 ; http://dx.doi.org/10.14989/doctor.k17154

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

Chicago Manual of Style (16th Edition):

Lin, Xuchuan. “Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発.” 2012. Thesis, Kyoto University / 京都大学. Accessed January 20, 2020. http://hdl.handle.net/2433/161010 ; http://dx.doi.org/10.14989/doctor.k17154.

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

MLA Handbook (7th Edition):

Lin, Xuchuan. “Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発.” 2012. Web. 20 Jan 2020.

Vancouver:

Lin X. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発. [Internet] [Thesis]. Kyoto University / 京都大学; 2012. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2433/161010 ; http://dx.doi.org/10.14989/doctor.k17154.

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

Council of Science Editors:

Lin X. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel : 超高強度鋼無溶接組立柱を用いた中低層建築構造物の開発. [Thesis]. Kyoto University / 京都大学; 2012. Available from: http://hdl.handle.net/2433/161010 ; http://dx.doi.org/10.14989/doctor.k17154

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

15. Wurzelbacher, Kenneth P. A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2012, University of Cincinnati

 This paper studies the finite element prediction of fracture initiation in bolted structural steel connections using damage mechanics. A material failure envelope has previously been… (more)

Subjects/Keywords: Civil Engineering; finite element modeling; bolted connections; fracture; damage

…Applications of Fracture Mechanics In Finite Element Modeling of Steel Bolted Connections… …Mechanics In Finite Element Modeling of Steel Bolted Connections Ken Wurzelbacher List of Table… …Connections Ken Wurzelbacher Introduction 1. Introduction Bolted steel connections are the… …This study will focus on predicting the ultimate strength of bolted steel connections. The… …the onset of material fracture in bolted steel connections using finite element modeling… 

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

APA (6th Edition):

Wurzelbacher, K. P. (2012). A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353155205

Chicago Manual of Style (16th Edition):

Wurzelbacher, Kenneth P. “A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections.” 2012. Masters Thesis, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353155205.

MLA Handbook (7th Edition):

Wurzelbacher, Kenneth P. “A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections.” 2012. Web. 20 Jan 2020.

Vancouver:

Wurzelbacher KP. A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections. [Internet] [Masters thesis]. University of Cincinnati; 2012. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353155205.

Council of Science Editors:

Wurzelbacher KP. A Model for Prediction of Fracture Initiation in Finite Element Analysis of Bolted Steel Connections. [Masters Thesis]. University of Cincinnati; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1353155205


Virginia Tech

16. Billings, Mary Anna. Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading.

Degree: MS, Structural Engineering and Materials, 2004, Virginia Tech

 This thesis presents the results of testing to determine if spacing between bolts in a multiple-bolt, single-shear connection subjected to natural hazard loading affects seven… (more)

Subjects/Keywords: multiple bolts; spacing between bolts; reverse cyclic loading; bolted wood connections

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APA (6th Edition):

Billings, M. A. (2004). Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35757

Chicago Manual of Style (16th Edition):

Billings, Mary Anna. “Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading.” 2004. Masters Thesis, Virginia Tech. Accessed January 20, 2020. http://hdl.handle.net/10919/35757.

MLA Handbook (7th Edition):

Billings, Mary Anna. “Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading.” 2004. Web. 20 Jan 2020.

Vancouver:

Billings MA. Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10919/35757.

Council of Science Editors:

Billings MA. Investigation of the Effects of Spacing between Bolts in a Row in a Single-Shear Timber Connection Subjected to Reverse Cyclic Loading. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/35757


Kyoto University

17. Lin, Xuchuan. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel .

Degree: 2012, Kyoto University

Subjects/Keywords: Ultra-high Strength Steel; Built-up Columns; Low- to Mid-rise; Bolted Connections

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

APA (6th Edition):

Lin, X. (2012). Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/161010

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

Chicago Manual of Style (16th Edition):

Lin, Xuchuan. “Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel .” 2012. Thesis, Kyoto University. Accessed January 20, 2020. http://hdl.handle.net/2433/161010.

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

MLA Handbook (7th Edition):

Lin, Xuchuan. “Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel .” 2012. Web. 20 Jan 2020.

Vancouver:

Lin X. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel . [Internet] [Thesis]. Kyoto University; 2012. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2433/161010.

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

Council of Science Editors:

Lin X. Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel . [Thesis]. Kyoto University; 2012. Available from: http://hdl.handle.net/2433/161010

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


University of Manitoba

18. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.

Degree: Civil Engineering, 2019, University of Manitoba

 In the past two decades, Fiber Reinforced Polymers (FRPs) have been introduced as an effective alternative for the conventional steel bars and stirrups in reinforced… (more)

Subjects/Keywords: GFRP-RC; Moment-resisting frames; Seismic performance; Cyclic loading; Beam-column connections; Beam-column-slab subassemblies; Lateral load-drift response; Bolted steel side plates; FRP-RC moment-resisting frames

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APA (6th Edition):

Khalili Ghomi, S. (2019). Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34286

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):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Thesis, University of Manitoba. Accessed January 20, 2020. http://hdl.handle.net/1993/34286.

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

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Web. 20 Jan 2020.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/1993/34286.

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

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/34286

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


Virginia Tech

19. Anderson, Guy Thomas. Experimental Investigation of Group Action Factor for Bolted Wood Connections.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 This thesis presents the results of testing to determine the significance of the group action factor at the 5% offset yield and capacity of single-shear… (more)

Subjects/Keywords: Cyclic Loading; Bolted Wood Connections; Group Action Factor; Mulitple Bolts

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APA (6th Edition):

Anderson, G. T. (2001). Experimental Investigation of Group Action Factor for Bolted Wood Connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/30779

Chicago Manual of Style (16th Edition):

Anderson, Guy Thomas. “Experimental Investigation of Group Action Factor for Bolted Wood Connections.” 2001. Masters Thesis, Virginia Tech. Accessed January 20, 2020. http://hdl.handle.net/10919/30779.

MLA Handbook (7th Edition):

Anderson, Guy Thomas. “Experimental Investigation of Group Action Factor for Bolted Wood Connections.” 2001. Web. 20 Jan 2020.

Vancouver:

Anderson GT. Experimental Investigation of Group Action Factor for Bolted Wood Connections. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10919/30779.

Council of Science Editors:

Anderson GT. Experimental Investigation of Group Action Factor for Bolted Wood Connections. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/30779

20. Schippers, Jared D. A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2012, University of Cincinnati

 Since the 1994 Northridge and 1995 Kobe earthquakes, bolted moment connections have garnered considerable interest for their application in Seismic Lateral Resisting Systems (SLRS). However,… (more)

Subjects/Keywords: Civil Engineering; moment connections; bolted connections; partially restrained; moment frames; finite element modeling; design procedure

…numerous studies and changes (see Figure 1-1). As a result, bolted moment connections… …why bolted connections are appealing for construction purposes (Calado et al., 2000… …step-by-step procedure for both FS and PS bolted TSA connections with recommended provisions… …research in bolted TSA and T-stub connections, as shown in Figure 2-1. All work was part of the… …12 3.1.3 Special Considerations for Partial-Strength Connections… 

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APA (6th Edition):

Schippers, J. D. (2012). A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1336137999

Chicago Manual of Style (16th Edition):

Schippers, Jared D. “A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications.” 2012. Masters Thesis, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1336137999.

MLA Handbook (7th Edition):

Schippers, Jared D. “A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications.” 2012. Web. 20 Jan 2020.

Vancouver:

Schippers JD. A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications. [Internet] [Masters thesis]. University of Cincinnati; 2012. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1336137999.

Council of Science Editors:

Schippers JD. A Design Procedure for Bolted Top-and-Seat Angle Connections for Use in Seismic Applications. [Masters Thesis]. University of Cincinnati; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1336137999

21. Hunn, Zachary D. A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2017, University of Cincinnati

 In high seismic areas of the world, dissipation of energy created by earthquakes is vital to keep structures intact and more importantly the conservation of… (more)

Subjects/Keywords: Civil Engineering; Non-Orthogonal; Bolted Flange Plate; Seismic; Sloped Connections; Skewed Connections; Finite Element Analysis

…160 5.3 Effects on the Distribution of Stress in Bolted Flange Plate Connections… …31 Chapter 5: Effects of Non-Orthogonal BFP Connections… …38 5.1 Effects of Non-Orthogonal BFP Sloped Connections… …113 5.2 Effects of Non-Orthogonal BFP Skewed Connections… …200 6.1 Behavior of BFP Connections with Sloped Configurations… 

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APA (6th Edition):

Hunn, Z. D. (2017). A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1512045358760702

Chicago Manual of Style (16th Edition):

Hunn, Zachary D. “A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections.” 2017. Masters Thesis, University of Cincinnati. Accessed January 20, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1512045358760702.

MLA Handbook (7th Edition):

Hunn, Zachary D. “A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections.” 2017. Web. 20 Jan 2020.

Vancouver:

Hunn ZD. A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2020 Jan 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1512045358760702.

Council of Science Editors:

Hunn ZD. A Finite Element Study of Non-Orthogonal Bolted Flange Plate Connections. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1512045358760702

22. Rezende, Pedro Gonçalves de. Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio.

Degree: Mestrado, Estruturas, 2005, University of São Paulo

A utilização de perfis formados a frio na construção metálica no Brasil vem crescendo de forma significativa. Dentro deste mesmo contexto, atenções especiais estão sendo… (more)

Subjects/Keywords: análise numérica; bolted connections; cold-formed steel members; ligações parafusadas; numerical analysis; perfis de aço formados a frio

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APA (6th Edition):

Rezende, P. G. d. (2005). Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112005-181956/ ;

Chicago Manual of Style (16th Edition):

Rezende, Pedro Gonçalves de. “Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio.” 2005. Masters Thesis, University of São Paulo. Accessed January 20, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112005-181956/ ;.

MLA Handbook (7th Edition):

Rezende, Pedro Gonçalves de. “Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio.” 2005. Web. 20 Jan 2020.

Vancouver:

Rezende PGd. Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2020 Jan 20]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112005-181956/ ;.

Council of Science Editors:

Rezende PGd. Análise da resposta numérica de ligações parafusadas em chapas finas e perfis formados a frio. [Masters Thesis]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29112005-181956/ ;


Universidade do Estado do Rio de Janeiro

23. Raphael Freire. Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável.

Degree: Master, 2016, Universidade do Estado do Rio de Janeiro

O uso do aço inoxidável na construção civil vem aumentando consideravelmente nos últimos anos. Isto deve-se a preocupação do setor em projetos mais sustentáveis e… (more)

Subjects/Keywords: Engenharia Civil; Aço Inoxidável; Ligações parafusadas; Ensaios Experimentais; Análise em Elementos Finitos; Análise Não Linear; Método dos Elementos Finitos; Stainless Steel; Bolted Connections; Experimental Tests; Element Finite Analysis; Nonlinear Analysis; ENGENHARIA CIVIL

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APA (6th Edition):

Freire, R. (2016). Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=10207 ;

Chicago Manual of Style (16th Edition):

Freire, Raphael. “Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável.” 2016. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed January 20, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=10207 ;.

MLA Handbook (7th Edition):

Freire, Raphael. “Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável.” 2016. Web. 20 Jan 2020.

Vancouver:

Freire R. Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2016. [cited 2020 Jan 20]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=10207 ;.

Council of Science Editors:

Freire R. Estudo experimental e numérico do comportamento de peças tracionadas em aço inoxidável. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2016. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=10207 ;


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

24. Ζυγομαλάς, Μιχαήλ. Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας.

Degree: 1996, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Subjects/Keywords: Ημιάκαμπτες κοχλιωτές συνδέσεις; Λεπτότοιχες διατομές τύπου Ζ; Semi rigit bolted connections; Thin walled sections Z type

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APA (6th Edition):

Ζυγομαλάς, . . (1996). Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/25453

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):

Ζυγομαλάς, Μιχαήλ. “Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας.” 1996. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed January 20, 2020. http://hdl.handle.net/10442/hedi/25453.

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

MLA Handbook (7th Edition):

Ζυγομαλάς, Μιχαήλ. “Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας.” 1996. Web. 20 Jan 2020.

Vancouver:

Ζυγομαλάς . Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 1996. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10442/hedi/25453.

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

Council of Science Editors:

Ζυγομαλάς . Πειραματική αντιμετώπιση των ημιάκαμπτων συνδέσεων λεπτότοιχων διατομών με παράλληλη επαλήθευση της θεωρίας. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 1996. Available from: http://hdl.handle.net/10442/hedi/25453

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

25. Díaz Gómez, Concepción. Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging .

Degree: Estructuras y Construcción, 2010, Universidad Politécnica de Cartagena

 [SPA] En los últimos años se han realizado un número importante de trabajos de investigación para desarrollar estrategias para el diseño óptimo de estructuras de… (more)

Subjects/Keywords: Uniones semirrígidas viga-columna; Conexiones con chapa de testa extendida; Método de elementos finitos; Optimización; Metamodelos; Steel semirrigig beam-to-column joint; Bolted end plate connections; Finite element method (FEM); Optimization; Metamodel

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

APA (6th Edition):

Díaz Gómez, C. (2010). Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging . (Thesis). Universidad Politécnica de Cartagena. Retrieved from http://hdl.handle.net/10317/1470

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):

Díaz Gómez, Concepción. “Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging .” 2010. Thesis, Universidad Politécnica de Cartagena. Accessed January 20, 2020. http://hdl.handle.net/10317/1470.

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

MLA Handbook (7th Edition):

Díaz Gómez, Concepción. “Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging .” 2010. Web. 20 Jan 2020.

Vancouver:

Díaz Gómez C. Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging . [Internet] [Thesis]. Universidad Politécnica de Cartagena; 2010. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/10317/1470.

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

Council of Science Editors:

Díaz Gómez C. Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging . [Thesis]. Universidad Politécnica de Cartagena; 2010. Available from: http://hdl.handle.net/10317/1470

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


Brno University of Technology

26. Labuda, Ondřej. Zastřešení trojlodního sportovního objektu .

Degree: 2014, Brno University of Technology

 Tématem diplomové práce je návrh dřevěné konstrukce zastřešení trojlodního sportovního objektu na Brněnské přehradě. Návrh je vypracován podle norem ČSNN EN. Práce řeší statické působení… (more)

Subjects/Keywords: Trojlodní objekt; nosná dřevěná konstrukce; dřevěný obloukový vazník; dřevěný sloup; rámové spojení; dřevěná vaznice; kloubové uložení; střešní ztužidlo; svorníkový spoj; The three-aisled building; supporting wooden structure; wooden arched trusses; wooden pole; frame connections; wooden purlins; hinged support; roof bracing; bolted connection

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APA (6th Edition):

Labuda, O. (2014). Zastřešení trojlodního sportovního objektu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30337

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):

Labuda, Ondřej. “Zastřešení trojlodního sportovního objektu .” 2014. Thesis, Brno University of Technology. Accessed January 20, 2020. http://hdl.handle.net/11012/30337.

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

MLA Handbook (7th Edition):

Labuda, Ondřej. “Zastřešení trojlodního sportovního objektu .” 2014. Web. 20 Jan 2020.

Vancouver:

Labuda O. Zastřešení trojlodního sportovního objektu . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/11012/30337.

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

Council of Science Editors:

Labuda O. Zastřešení trojlodního sportovního objektu . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30337

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

27. Weigand, Jonathan Michael. The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading.

Degree: PhD, 2014, University of Washington

 Large-scale system tests conducted on steel gravity framing systems (SGFSs), one of the most commonly used structural systems in the United States, have shown that… (more)

Subjects/Keywords: Bolted Angle; Column Removal; Connections; Gravity Framing; Integrity; Shear Tab; Civil engineering; civil engineering

…Plate Shear and Bolted Angle Gravity Framing Connections… …and Resistance Factor Design of Bolted Angle Connections . . . . . . . 425 A.2.1 Bolted… …Model for the Behavior of Bolted Angle Connections under Cyclic Axial Loading… …between Peak Normalized Responses for Bolted Connections that Differed only by Angle Thickness… …311 5.28 Comparison between Responses for Bolted Angle Connections with Different Numbers of… 

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

APA (6th Edition):

Weigand, J. M. (2014). The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/26518

Chicago Manual of Style (16th Edition):

Weigand, Jonathan Michael. “The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading.” 2014. Doctoral Dissertation, University of Washington. Accessed January 20, 2020. http://hdl.handle.net/1773/26518.

MLA Handbook (7th Edition):

Weigand, Jonathan Michael. “The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading.” 2014. Web. 20 Jan 2020.

Vancouver:

Weigand JM. The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading. [Internet] [Doctoral dissertation]. University of Washington; 2014. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/1773/26518.

Council of Science Editors:

Weigand JM. The Integrity of Steel Gravity Framing System Connections Subjected to Column Removal Loading. [Doctoral Dissertation]. University of Washington; 2014. Available from: http://hdl.handle.net/1773/26518


ETH Zürich

28. Steurer, Anton. Das Rotationsvermögen geschraubter Stirnplattenverbindungen.

Degree: 1999, ETH Zürich

Subjects/Keywords: KONSTRUKTIONSVERBINDUNGEN (TRAGWERKE); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); BOLZENVERBINDUNGEN + SCHRAUBENVERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); FORMBARKEIT + VERFORMBARKEIT (ELASTOMECHANIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); STRUCTURAL CONNECTIONS (LOAD BEARING STRUCTURES); CONNECTION POINTS (STRUCTURAL CONNECTIONS); BOLTED CONNECTIONS + SCREWED CONNECTIONS (STRUCTURAL CONNECTIONS); STEEL STRUCTURES (STRUCTURAL ELEMENTS); FORMABILITY + DEFORMABILITY (ELASTOMECHANICS); CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Steurer, A. (1999). Das Rotationsvermögen geschraubter Stirnplattenverbindungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144245

Chicago Manual of Style (16th Edition):

Steurer, Anton. “Das Rotationsvermögen geschraubter Stirnplattenverbindungen.” 1999. Doctoral Dissertation, ETH Zürich. Accessed January 20, 2020. http://hdl.handle.net/20.500.11850/144245.

MLA Handbook (7th Edition):

Steurer, Anton. “Das Rotationsvermögen geschraubter Stirnplattenverbindungen.” 1999. Web. 20 Jan 2020.

Vancouver:

Steurer A. Das Rotationsvermögen geschraubter Stirnplattenverbindungen. [Internet] [Doctoral dissertation]. ETH Zürich; 1999. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/20.500.11850/144245.

Council of Science Editors:

Steurer A. Das Rotationsvermögen geschraubter Stirnplattenverbindungen. [Doctoral Dissertation]. ETH Zürich; 1999. Available from: http://hdl.handle.net/20.500.11850/144245

29. Johnson, Curtis Mathias. A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames.

Degree: MS, Department of Architectural Engineering and Construction Science, 2017, Kansas State University

 Of seismic steel lateral force resisting systems in practice today, the Moment Frame has most diverse connection types. Special Moment frames resist lateral loads through… (more)

Subjects/Keywords: Reduced Beam Section; Kaiser Bolted Bracket; Special Moment Frames; Lateral Force Resisting System; Beam-column connections; Seismic design

…the Kaiser Bolted Bracket® (KBB) and ConXtech connections. A parametric study… …Kaiser Bolted Brackets L – Live Load lb./ft. – pounds per foot LFRS – Lateral Force Resisting… …responsibility of steel connections has been debated for many decades: (A) the engineer… …ofrecord should be responsible for the complete design of framing connections on their design… …drawings or (B) the framing connections should be delegated to a licensed engineer… 

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

APA (6th Edition):

Johnson, C. M. (2017). A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/36233

Chicago Manual of Style (16th Edition):

Johnson, Curtis Mathias. “A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames.” 2017. Masters Thesis, Kansas State University. Accessed January 20, 2020. http://hdl.handle.net/2097/36233.

MLA Handbook (7th Edition):

Johnson, Curtis Mathias. “A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames.” 2017. Web. 20 Jan 2020.

Vancouver:

Johnson CM. A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/2097/36233.

Council of Science Editors:

Johnson CM. A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/36233


ETH Zürich

30. Mischler, Adrian. Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen.

Degree: 1998, ETH Zürich

Subjects/Keywords: BOLZENVERBINDUNGEN + SCHRAUBENVERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); HOLZTRAGWERKE + HOLZKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); STAHL (BAUSTOFFE); DUKTILITÄT (ELASTOMECHANIK); MODELLSTATIK + EXPERIMENTELLE BAUSTATIK (BAUINGENIEURWESEN); BOLTED CONNECTIONS + SCREWED CONNECTIONS (STRUCTURAL CONNECTIONS); TIMBER STRUCTURES + WOODEN STRUCTURES (STRUCTURAL ELEMENTS); STEEL (BUILDING MATERIALS); DUCTILITY (ELASTOMECHANICS); MODEL ANALYSIS OF STRUCTURES + EXPERIMENTAL STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Mischler, A. (1998). Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/143557

Chicago Manual of Style (16th Edition):

Mischler, Adrian. “Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen.” 1998. Doctoral Dissertation, ETH Zürich. Accessed January 20, 2020. http://hdl.handle.net/20.500.11850/143557.

MLA Handbook (7th Edition):

Mischler, Adrian. “Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen.” 1998. Web. 20 Jan 2020.

Vancouver:

Mischler A. Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen. [Internet] [Doctoral dissertation]. ETH Zürich; 1998. [cited 2020 Jan 20]. Available from: http://hdl.handle.net/20.500.11850/143557.

Council of Science Editors:

Mischler A. Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen. [Doctoral Dissertation]. ETH Zürich; 1998. Available from: http://hdl.handle.net/20.500.11850/143557

.