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You searched for subject:(Beam column connections). Showing records 1 – 30 of 38 total matches.

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Ohio University

1. Reese, John L. Investigation of Simple Shear Connection Economy.

Degree: MS, Civil Engineering (Engineering and Technology), 2008, Ohio University

  It is common practice for design engineers in the United States, especially the eastern part, to leave the design of simple shear connections up… (more)

Subjects/Keywords: Civil Engineering; simple shear connections; connection economy; steel beam and column connections

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APA (6th Edition):

Reese, J. L. (2008). Investigation of Simple Shear Connection Economy. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914

Chicago Manual of Style (16th Edition):

Reese, John L. “Investigation of Simple Shear Connection Economy.” 2008. Masters Thesis, Ohio University. Accessed December 10, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914.

MLA Handbook (7th Edition):

Reese, John L. “Investigation of Simple Shear Connection Economy.” 2008. Web. 10 Dec 2019.

Vancouver:

Reese JL. Investigation of Simple Shear Connection Economy. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2019 Dec 10]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914.

Council of Science Editors:

Reese JL. Investigation of Simple Shear Connection Economy. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914

2. Freitas, Pedro César de Barros. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.

Degree: Mestrado, Estruturas, 2009, University of São Paulo

As estruturas tubulares, muitas vezes, têm sua aplicação restrita a construções onde a concepção arquitetônica determina o seu uso, no entanto há algumas vantagens do… (more)

Subjects/Keywords: Beam-to-column connections; Estruturas tubulares; Ligação viga-coluna; Tubular structures

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APA (6th Edition):

Freitas, P. C. d. B. (2009). Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;

Chicago Manual of Style (16th Edition):

Freitas, Pedro César de Barros. “Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.” 2009. Masters Thesis, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;.

MLA Handbook (7th Edition):

Freitas, Pedro César de Barros. “Análise numérica de ligações metálicas viga-coluna com coluna tubular circular.” 2009. Web. 10 Dec 2019.

Vancouver:

Freitas PCdB. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;.

Council of Science Editors:

Freitas PCdB. Análise numérica de ligações metálicas viga-coluna com coluna tubular circular. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-04082009-144346/ ;


University of Sheffield

3. Rifai, Abdussalam Mahmud. Behaviour of columns in sub-frames with semi-rigid joints.

Degree: 1987, University of Sheffield

 The behaviour of limited subassemblages with flexible beans and semi-rigid beam to column connections was studied using a computer program in which the finite element… (more)

Subjects/Keywords: 624.1; Beam to column connections

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APA (6th Edition):

Rifai, A. M. (1987). Behaviour of columns in sub-frames with semi-rigid joints. (Doctoral Dissertation). University of Sheffield. Retrieved from http://etheses.whiterose.ac.uk/3050/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276619

Chicago Manual of Style (16th Edition):

Rifai, Abdussalam Mahmud. “Behaviour of columns in sub-frames with semi-rigid joints.” 1987. Doctoral Dissertation, University of Sheffield. Accessed December 10, 2019. http://etheses.whiterose.ac.uk/3050/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276619.

MLA Handbook (7th Edition):

Rifai, Abdussalam Mahmud. “Behaviour of columns in sub-frames with semi-rigid joints.” 1987. Web. 10 Dec 2019.

Vancouver:

Rifai AM. Behaviour of columns in sub-frames with semi-rigid joints. [Internet] [Doctoral dissertation]. University of Sheffield; 1987. [cited 2019 Dec 10]. Available from: http://etheses.whiterose.ac.uk/3050/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276619.

Council of Science Editors:

Rifai AM. Behaviour of columns in sub-frames with semi-rigid joints. [Doctoral Dissertation]. University of Sheffield; 1987. Available from: http://etheses.whiterose.ac.uk/3050/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276619


University of Wollongong

4. Pakfetrat, Reza. Behavior of carbon FRP strengthened T-connections under cyclic loading.

Degree: M. Eng., 2014, University of Wollongong

  This study is an investigation into the efficacy of using carbon fiber reinforced polymer sheets as a strengthening technique for reinforced concrete beam-column connections(more)

Subjects/Keywords: joint strengthening; carcon FRP; RC beam column connections; cyclic loading

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APA (6th Edition):

Pakfetrat, R. (2014). Behavior of carbon FRP strengthened T-connections under cyclic loading. (Masters Thesis). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/4221

Chicago Manual of Style (16th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Masters Thesis, University of Wollongong. Accessed December 10, 2019. ; https://ro.uow.edu.au/theses/4221.

MLA Handbook (7th Edition):

Pakfetrat, Reza. “Behavior of carbon FRP strengthened T-connections under cyclic loading.” 2014. Web. 10 Dec 2019.

Vancouver:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Internet] [Masters thesis]. University of Wollongong; 2014. [cited 2019 Dec 10]. Available from: ; https://ro.uow.edu.au/theses/4221.

Council of Science Editors:

Pakfetrat R. Behavior of carbon FRP strengthened T-connections under cyclic loading. [Masters Thesis]. University of Wollongong; 2014. Available from: ; https://ro.uow.edu.au/theses/4221


University of New South Wales

5. Nouri, Farshid. Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles.

Degree: Civil & Environmental Engineering, 2019, University of New South Wales

 Replacing concrete slabs with light-weight prefabricated timber panels reduce the embodied energy of the structures, increases speed of construction and provides opportunity for easy dismantling,… (more)

Subjects/Keywords: Shear tabs; Steel-timber composite; Beam to column connections; Web angles

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APA (6th Edition):

Nouri, F. (2019). Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/62682 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:58905/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Nouri, Farshid. “Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles.” 2019. Doctoral Dissertation, University of New South Wales. Accessed December 10, 2019. http://handle.unsw.edu.au/1959.4/62682 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:58905/SOURCE02?view=true.

MLA Handbook (7th Edition):

Nouri, Farshid. “Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles.” 2019. Web. 10 Dec 2019.

Vancouver:

Nouri F. Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles. [Internet] [Doctoral dissertation]. University of New South Wales; 2019. [cited 2019 Dec 10]. Available from: http://handle.unsw.edu.au/1959.4/62682 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:58905/SOURCE02?view=true.

Council of Science Editors:

Nouri F. Experimental and numerical study of steel-timber composite beam-to-column connections with shear-tabs/double web-angles. [Doctoral Dissertation]. University of New South Wales; 2019. Available from: http://handle.unsw.edu.au/1959.4/62682 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:58905/SOURCE02?view=true


University of Cincinnati

6. Abbas, Syed Murtuza. Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence.

Degree: PhD, Engineering and Applied Science: Civil Engineering, 2015, University of Cincinnati

 Hybrid simulation technology is being widely used in the field of structural engineering for testing of structural systems to study their dynamic behavior under seismic… (more)

Subjects/Keywords: Civil Engineering; hybrid simulation; phenomenology; seismic loading; beam-to-column connections; artificial intelligence

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APA (6th Edition):

Abbas, S. M. (2015). Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1427963095

Chicago Manual of Style (16th Edition):

Abbas, Syed Murtuza. “Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence.” 2015. Doctoral Dissertation, University of Cincinnati. Accessed December 10, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1427963095.

MLA Handbook (7th Edition):

Abbas, Syed Murtuza. “Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence.” 2015. Web. 10 Dec 2019.

Vancouver:

Abbas SM. Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence. [Internet] [Doctoral dissertation]. University of Cincinnati; 2015. [cited 2019 Dec 10]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1427963095.

Council of Science Editors:

Abbas SM. Advanced Hybrid Simulation Model based on Phenomenology and Artificial Intelligence. [Doctoral Dissertation]. University of Cincinnati; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1427963095


Kansas State University

7. 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

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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 December 10, 2019. 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. 10 Dec 2019.

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 2019 Dec 10]. 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


University of Manitoba

8. 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 December 10, 2019. 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. 10 Dec 2019.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2019 Dec 10]. 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

9. Bezerra, Leonardo Melo. Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto.

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

Neste trabalho, ligações entre vigas pré-moldadas de concreto e pilares mistos preenchidos foram propostas com a finalidade de transferir momento de flexão e força cortante… (more)

Subjects/Keywords: Concrete; Concrete-filled steel tube column; Concreto; Connections; Estruturas híbridas; Hybrid structures; Ligação; Pilar misto preenchido; Precast beam; Viga pré-moldada

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APA (6th Edition):

Bezerra, L. M. (2011). Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-110345/ ;

Chicago Manual of Style (16th Edition):

Bezerra, Leonardo Melo. “Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto.” 2011. Doctoral Dissertation, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-110345/ ;.

MLA Handbook (7th Edition):

Bezerra, Leonardo Melo. “Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto.” 2011. Web. 10 Dec 2019.

Vancouver:

Bezerra LM. Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto. [Internet] [Doctoral dissertation]. University of São Paulo; 2011. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-110345/ ;.

Council of Science Editors:

Bezerra LM. Estudo teórico-experimental da ligação entre pilares mistos preenchidos e vigas pré-moldadas de concreto. [Doctoral Dissertation]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-110345/ ;


Université du Luxembourg

10. Duarte da Costa, Job. Structural properties of steel-concrete composite joints.

Degree: 2018, Université du Luxembourg

 The performance of steel and concrete composite frames is influenced by the structural properties of beam-to-column composite joints. The accurate assessment of these properties constitutes… (more)

Subjects/Keywords: Composite connections; Rotation capacity; beam-to-column joints; Engineering, computing & technology :: Civil engineering [C04]; Ingénierie, informatique & technologie :: Ingénierie civile [C04]

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APA (6th Edition):

Duarte da Costa, J. (2018). Structural properties of steel-concrete composite joints. (Doctoral Dissertation). Université du Luxembourg. Retrieved from http://orbilu.uni.lu/handle/10993/36322

Chicago Manual of Style (16th Edition):

Duarte da Costa, Job. “Structural properties of steel-concrete composite joints.” 2018. Doctoral Dissertation, Université du Luxembourg. Accessed December 10, 2019. http://orbilu.uni.lu/handle/10993/36322.

MLA Handbook (7th Edition):

Duarte da Costa, Job. “Structural properties of steel-concrete composite joints.” 2018. Web. 10 Dec 2019.

Vancouver:

Duarte da Costa J. Structural properties of steel-concrete composite joints. [Internet] [Doctoral dissertation]. Université du Luxembourg; 2018. [cited 2019 Dec 10]. Available from: http://orbilu.uni.lu/handle/10993/36322.

Council of Science Editors:

Duarte da Costa J. Structural properties of steel-concrete composite joints. [Doctoral Dissertation]. Université du Luxembourg; 2018. Available from: http://orbilu.uni.lu/handle/10993/36322


Brigham Young University

11. Tryon, Joshua Edwin. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.

Degree: MS, 2016, Brigham Young University

 Despite the crucial role they play in transferring loads from the superstructure to the foundation, steel column-to-footing connections have received little attention in research. Though… (more)

Subjects/Keywords: steel column-to-footing connections; stiffness; embedment; beam on elastic foundation; modeling; foundations; modulus of subgrade reaction; Civil and Environmental Engineering

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APA (6th Edition):

Tryon, J. E. (2016). Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd

Chicago Manual of Style (16th Edition):

Tryon, Joshua Edwin. “Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.” 2016. Masters Thesis, Brigham Young University. Accessed December 10, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd.

MLA Handbook (7th Edition):

Tryon, Joshua Edwin. “Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections.” 2016. Web. 10 Dec 2019.

Vancouver:

Tryon JE. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. [Internet] [Masters thesis]. Brigham Young University; 2016. [cited 2019 Dec 10]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd.

Council of Science Editors:

Tryon JE. Simple Models for Estimating the Rotational Stiffness of Steel Column-to-Footing Connections. [Masters Thesis]. Brigham Young University; 2016. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6821&context=etd


UNIVERSIDADE FEDERAL DE OURO PRETO

12. Roberta Maria Machado. ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR.

Degree: 2013, UNIVERSIDADE FEDERAL DE OURO PRETO

Este trabalho apresenta o desenvolvimento da anÃlise numÃrico-experimental relativa ao comportamento estrutural de ligaÃÃes soldadas viga-pilar na direÃÃo do eixo de menor inÃrcia do pilar.… (more)

Subjects/Keywords: LigaÃÃes soldadas; ligaÃÃes no eixo de menor inÃrcia do pilar; AnÃlise numÃrica; AnÃlise experimental; Welded connections; minor axis beam to column welded connections; numerical analysis; experimental analysis; ESTRUTURAS METALICAS

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APA (6th Edition):

Machado, R. M. (2013). ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR. (Thesis). UNIVERSIDADE FEDERAL DE OURO PRETO. Retrieved from http://www.tede.ufop.br/tde_busca/arquivo.php?codArquivo=1030

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):

Machado, Roberta Maria. “ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR.” 2013. Thesis, UNIVERSIDADE FEDERAL DE OURO PRETO. Accessed December 10, 2019. http://www.tede.ufop.br/tde_busca/arquivo.php?codArquivo=1030.

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

MLA Handbook (7th Edition):

Machado, Roberta Maria. “ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR.” 2013. Web. 10 Dec 2019.

Vancouver:

Machado RM. ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR. [Internet] [Thesis]. UNIVERSIDADE FEDERAL DE OURO PRETO; 2013. [cited 2019 Dec 10]. Available from: http://www.tede.ufop.br/tde_busca/arquivo.php?codArquivo=1030.

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

Council of Science Editors:

Machado RM. ANÃLISE NUMÃRICA E EXPERIMENTAL DE LIGAÃÃES SOLDADAS NA DIREÃÃO DE MENOR INÃRCIA DO PILAR. [Thesis]. UNIVERSIDADE FEDERAL DE OURO PRETO; 2013. Available from: http://www.tede.ufop.br/tde_busca/arquivo.php?codArquivo=1030

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

13. Marcela Novischi Kataoka. Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto.

Degree: 2007, Universidade Federal de São Carlos

No presente trabalho foi estuda a continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto com a realização de uma investigação experimental quanto à contribuição… (more)

Subjects/Keywords: Concreto pré-moldado; Ligações semi-rígidas; Ligações viga-pilar; Rigidez à flexão; ENGENHARIA CIVIL; Precast concrete; Semi-rigid connections; Beam-to-Column connections; Flexural Stiffness

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APA (6th Edition):

Kataoka, M. N. (2007). Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1398

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):

Kataoka, Marcela Novischi. “Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto.” 2007. Thesis, Universidade Federal de São Carlos. Accessed December 10, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1398.

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

MLA Handbook (7th Edition):

Kataoka, Marcela Novischi. “Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto.” 2007. Web. 10 Dec 2019.

Vancouver:

Kataoka MN. Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto. [Internet] [Thesis]. Universidade Federal de São Carlos; 2007. [cited 2019 Dec 10]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1398.

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

Council of Science Editors:

Kataoka MN. Estudo da continuidade em ligações laje-viga-pilar em estruturas pré-moldadas de concreto. [Thesis]. Universidade Federal de São Carlos; 2007. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1398

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

14. Bruna Catoia. Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas.

Degree: 2007, Universidade Federal de São Carlos

O comportamento das vigas pré-moldadas de concreto protendido é diretamente afetado pela relação momento-rotação do apoio. Dessa forma, embora a viga protendida apresente um comportamento… (more)

Subjects/Keywords: Concreto pré-moldado; Ligações viga-pilar; Ligações semi-rígidas; Vigas protendidas de concreto; Rigidez à flexão; CONSTRUCAO CIVIL; beam-column connections; semi-rigid connections; prestressed beams; flexural stiffness

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

APA (6th Edition):

Catoia, B. (2007). Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1406

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):

Catoia, Bruna. “Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas.” 2007. Thesis, Universidade Federal de São Carlos. Accessed December 10, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1406.

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

MLA Handbook (7th Edition):

Catoia, Bruna. “Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas.” 2007. Web. 10 Dec 2019.

Vancouver:

Catoia B. Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas. [Internet] [Thesis]. Universidade Federal de São Carlos; 2007. [cited 2019 Dec 10]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1406.

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

Council of Science Editors:

Catoia B. Comportamento de vigas protendidas pré-moldadas com ligações semi-rígidas. [Thesis]. Universidade Federal de São Carlos; 2007. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1406

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

15. Abner Soares de Souza. Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas.

Degree: 2006, Universidade Federal de São Carlos

O comportamento das vigas pré-moldadas de concreto armado é fortemente influenciado pela rigidez à flexão das ligações viga-pilar, existe uma interdependência entre a não linearidade… (more)

Subjects/Keywords: Precast beams; Flexural stiffness; Beam-column connections; Semi-rigid connections; CONSTRUCAO CIVIL; Concreto pré-moldado; Ligações semi-rígidas; Ligações viga-pilar; Rigidez à flexão

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APA (6th Edition):

Souza, A. S. d. (2006). Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1247

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):

Souza, Abner Soares de. “Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas.” 2006. Thesis, Universidade Federal de São Carlos. Accessed December 10, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1247.

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

MLA Handbook (7th Edition):

Souza, Abner Soares de. “Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas.” 2006. Web. 10 Dec 2019.

Vancouver:

Souza ASd. Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas. [Internet] [Thesis]. Universidade Federal de São Carlos; 2006. [cited 2019 Dec 10]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1247.

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

Council of Science Editors:

Souza ASd. Comportamento de elementos pré-moldados de concreto com ligações semi-rígidas. [Thesis]. Universidade Federal de São Carlos; 2006. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=1247

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


University of Arkansas

16. Desrochers, Clovis. Effect of Column Axial Load on Skewed SMF RBS Connection Demands.

Degree: MSCE, 2017, University of Arkansas

  Steel buildings in high seismic areas often require special structural systems to transfer large lateral forces induced by earthquake accelerations. The selection of an… (more)

Subjects/Keywords: Applied sciences; Column axial load; Moment frame connections; Out-of-plane skew; Reduced beam section connections; Seismic design; Structural engineering; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Desrochers, C. (2017). Effect of Column Axial Load on Skewed SMF RBS Connection Demands. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1886

Chicago Manual of Style (16th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Masters Thesis, University of Arkansas. Accessed December 10, 2019. https://scholarworks.uark.edu/etd/1886.

MLA Handbook (7th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Web. 10 Dec 2019.

Vancouver:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2019 Dec 10]. Available from: https://scholarworks.uark.edu/etd/1886.

Council of Science Editors:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/1886

17. Pereira, Daniel Henrique Fidelis. Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular.

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

Esta pesquisa consiste de uma investigação acerca do comportamento estrutural de ligações entre viga de seção I e pilar de seção tubular circular em situações… (more)

Subjects/Keywords: Beam-column connections; Circular hollow section column; Connection stiffness; Estrutura em aço; Ligações viga-pilar; Pilar de seção tubular circular; Rigidez da ligação; Steel structures

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

APA (6th Edition):

Pereira, D. H. F. (2013). Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11122013-101943/ ;

Chicago Manual of Style (16th Edition):

Pereira, Daniel Henrique Fidelis. “Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular.” 2013. Masters Thesis, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11122013-101943/ ;.

MLA Handbook (7th Edition):

Pereira, Daniel Henrique Fidelis. “Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular.” 2013. Web. 10 Dec 2019.

Vancouver:

Pereira DHF. Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular. [Internet] [Masters thesis]. University of São Paulo; 2013. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11122013-101943/ ;.

Council of Science Editors:

Pereira DHF. Análise do comportamento estrutural de ligações em aço entre viga de seção I e pilar de seção tubular circular. [Masters Thesis]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11122013-101943/ ;


University of Melbourne

18. Oktavianus, Yusak. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.

Degree: 2017, University of Melbourne

 When used as columns, Concrete-Filled Circular Hollow Sections (CFCHS) offer excellent strength, stiffness, and ductility in addition to an attractive appearance. There is also a… (more)

Subjects/Keywords: Single and double headed anchored blind bolt; beam to column connections; concrete filled circular hollow section column; energy dissipation; replaceable buckling restrained fuses; moment-resisting frame

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

APA (6th Edition):

Oktavianus, Y. (2017). Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/191655

Chicago Manual of Style (16th Edition):

Oktavianus, Yusak. “Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.” 2017. Doctoral Dissertation, University of Melbourne. Accessed December 10, 2019. http://hdl.handle.net/11343/191655.

MLA Handbook (7th Edition):

Oktavianus, Yusak. “Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.” 2017. Web. 10 Dec 2019.

Vancouver:

Oktavianus Y. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. [Internet] [Doctoral dissertation]. University of Melbourne; 2017. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/11343/191655.

Council of Science Editors:

Oktavianus Y. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. [Doctoral Dissertation]. University of Melbourne; 2017. Available from: http://hdl.handle.net/11343/191655


Delft University of Technology

19. 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 December 10, 2019. 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. 10 Dec 2019.

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 2019 Dec 10]. 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

20. Vieito, Ângelo Alcino da Silva. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.

Degree: 2016, RCAAP

Mestrado em Engenharia Civil e do Ambiente : Especialização em Estruturas na Escola Superior de Tecnologia e Gestão do Instituto Politécnico de Viana do Castelo… (more)

Subjects/Keywords: EC3 Parte 1-8; Método das componentes; Ligação viga-pilar; Chapa de extremidade; Ligações semi-contínuas; Estruturas metálicas; Component method; Beam-to-column connection; End plate; Semicontinuous connections; Steel structures

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APA (6th Edition):

Vieito, . A. d. S. (2016). Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. (Thesis). RCAAP. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:123456789/1628

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):

Vieito, Ângelo Alcino da Silva. “Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.” 2016. Thesis, RCAAP. Accessed December 10, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:123456789/1628.

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

MLA Handbook (7th Edition):

Vieito, Ângelo Alcino da Silva. “Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.” 2016. Web. 10 Dec 2019.

Vancouver:

Vieito AdS. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. [Internet] [Thesis]. RCAAP; 2016. [cited 2019 Dec 10]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:123456789/1628.

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

Council of Science Editors:

Vieito AdS. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. [Thesis]. RCAAP; 2016. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:123456789/1628

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

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

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 December 10, 2019. 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. 10 Dec 2019.

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 2019 Dec 10]. 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

22. Chung, YuLin. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果.

Degree: 博士(工学), 2010, Kyoto University / 京都大学

新制・課程博士

甲第15367号

工博第3246号

Subjects/Keywords: Long-period ground motions; High-rise buildings; Beam-to-column connections

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

APA (6th Edition):

Chung, Y. (2010). Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/120856 ; http://dx.doi.org/10.14989/doctor.k15367

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):

Chung, YuLin. “Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果.” 2010. Thesis, Kyoto University / 京都大学. Accessed December 10, 2019. http://hdl.handle.net/2433/120856 ; http://dx.doi.org/10.14989/doctor.k15367.

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

MLA Handbook (7th Edition):

Chung, YuLin. “Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果.” 2010. Web. 10 Dec 2019.

Vancouver:

Chung Y. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果. [Internet] [Thesis]. Kyoto University / 京都大学; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/2433/120856 ; http://dx.doi.org/10.14989/doctor.k15367.

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

Council of Science Editors:

Chung Y. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions : 長周期地震動を受ける高層鋼構造建物がもつ耐震性能評価と耐震補強効果. [Thesis]. Kyoto University / 京都大学; 2010. Available from: http://hdl.handle.net/2433/120856 ; http://dx.doi.org/10.14989/doctor.k15367

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


Kyoto University

23. Chung, YuLin. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions .

Degree: 2010, Kyoto University

Subjects/Keywords: Long-period ground motions; High-rise buildings; Beam-to-column connections

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

APA (6th Edition):

Chung, Y. (2010). Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/120856

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):

Chung, YuLin. “Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions .” 2010. Thesis, Kyoto University. Accessed December 10, 2019. http://hdl.handle.net/2433/120856.

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

MLA Handbook (7th Edition):

Chung, YuLin. “Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions .” 2010. Web. 10 Dec 2019.

Vancouver:

Chung Y. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions . [Internet] [Thesis]. Kyoto University; 2010. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/2433/120856.

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

Council of Science Editors:

Chung Y. Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions . [Thesis]. Kyoto University; 2010. Available from: http://hdl.handle.net/2433/120856

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

24. Vieito, Ângelo Alcino da Silva. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.

Degree: 2016, RCAAP

Mestrado em Engenharia Civil e do Ambiente : Especialização em Estruturas na Escola Superior de Tecnologia e Gestão do Instituto Politécnico de Viana do Castelo… (more)

Subjects/Keywords: EC3 Parte 1-8; Método das componentes; Ligação viga-pilar; Chapa de extremidade; Ligações semi-contínuas; Estruturas metálicas; Component method; Beam-to-column connection; End plate; Semicontinuous connections; Steel structures

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

APA (6th Edition):

Vieito, . A. d. S. (2016). Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1628

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):

Vieito, Ângelo Alcino da Silva. “Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.” 2016. Thesis, RCAAP. Accessed December 10, 2019. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1628.

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

MLA Handbook (7th Edition):

Vieito, Ângelo Alcino da Silva. “Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura.” 2016. Web. 10 Dec 2019.

Vancouver:

Vieito AdS. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. [Internet] [Thesis]. RCAAP; 2016. [cited 2019 Dec 10]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1628.

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

Council of Science Editors:

Vieito AdS. Análise e dimensionamento de ligações viga-pilar com placa de extremidade : influência das ligações na otimização das secções da estrutura. [Thesis]. RCAAP; 2016. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1628

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

25. Sousa, Florêncio António Cardoso de. Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas.

Degree: 2017, RCAAP

Mestrado em Engenharia Civil e do Ambiente : Especialização em Estruturas na Escola Superior de Tecnologia e Gestão do Instituto Politécnico de Viana do Castelo… (more)

Subjects/Keywords: EC3 Parte 1-8; Método das componentes; Ligação viga-pilar; Ligações semi-rígidas; Robot Strutural Analysis; EC3 Part 1-8; Component method; Beam-to-column connection; Semi-rigid connections

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

APA (6th Edition):

Sousa, F. A. C. d. (2017). Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1977

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):

Sousa, Florêncio António Cardoso de. “Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas.” 2017. Thesis, RCAAP. Accessed December 10, 2019. https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1977.

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

MLA Handbook (7th Edition):

Sousa, Florêncio António Cardoso de. “Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas.” 2017. Web. 10 Dec 2019.

Vancouver:

Sousa FACd. Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas. [Internet] [Thesis]. RCAAP; 2017. [cited 2019 Dec 10]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1977.

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

Council of Science Editors:

Sousa FACd. Influência da rigidez e resistência das ligações na quantidade total de aço em estruturas metálicas. [Thesis]. RCAAP; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipvc.pt:20.500.11960/1977

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


Pontifical Catholic University of Rio de Janeiro

26. FERNANDO BUSATO RAMIRES. [en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE.

Degree: 2013, Pontifical Catholic University of Rio de Janeiro

[pt] As ligações viga-pilar desempenham uma função fundamental para a determinação do comportamento real de estruturas de aço e mistas. Portanto torna-se necessária uma avaliação… (more)

Subjects/Keywords: [pt] LIGACOES SEMI-RIGIDAS MISTAS; [en] SEMI-RIGID CONNECTIONS; [pt] RESISTENCIA A FLEXAO; [en] FLEXURAL BEHAVIOR; [pt] NORMAS EUROPEIAS; [en] EUROPEAN CODES; [pt] LIGACOES VIGA PILAR; [en] BEAM-TO-COLUMN CONNECTIONS; [pt] OTIMIZACAO DE LIGACOES SEMI-RIGIDAS; [en] OPTIMIZATION OF SEMI-RIGID CONNECTIONS; [pt] METODO DAS COMPONENTES; [en] COMPONENT METHOD

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

APA (6th Edition):

RAMIRES, F. B. (2013). [en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21613

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):

RAMIRES, FERNANDO BUSATO. “[en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE.” 2013. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 10, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21613.

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

MLA Handbook (7th Edition):

RAMIRES, FERNANDO BUSATO. “[en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE.” 2013. Web. 10 Dec 2019.

Vancouver:

RAMIRES FB. [en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. [cited 2019 Dec 10]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21613.

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

Council of Science Editors:

RAMIRES FB. [en] COMPOSITE COMPONENTE CONTRIBUTION ON SEMI-RIGID JOINT RESPONSE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2013. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21613

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

27. Assis Júnior, Edson Costa de. Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade.

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

Este trabalho é uma contribuição ao estudo da ancoragem de barras de aço da armadura longitudinal em ligações de elementos fletidos de concreto armado em… (more)

Subjects/Keywords: análise numérica; concreto armado; concreto armado - ancoragem e ligações; exterior beam-column connections; ligações viga-pilar de extremidade; numerical analysis; reinforced concrete; reinforced concrete – anchorage and connections

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

APA (6th Edition):

Assis Júnior, E. C. d. (2005). Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-24042006-220951/ ;

Chicago Manual of Style (16th Edition):

Assis Júnior, Edson Costa de. “Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade.” 2005. Masters Thesis, University of São Paulo. Accessed December 10, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-24042006-220951/ ;.

MLA Handbook (7th Edition):

Assis Júnior, Edson Costa de. “Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade.” 2005. Web. 10 Dec 2019.

Vancouver:

Assis Júnior ECd. Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2019 Dec 10]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-24042006-220951/ ;.

Council of Science Editors:

Assis Júnior ECd. Análise numérica da ancoragem em ligações do tipo viga-pilar de extremidade. [Masters Thesis]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-24042006-220951/ ;


Pontifical Catholic University of Rio de Janeiro

28. RAQUEL ALVES CABRAL SILVA. [en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS.

Degree: 2016, Pontifical Catholic University of Rio de Janeiro

[pt] Nos projetos de engenharia é comum desconsiderar-se o comportamento semirrígido das ligações, ou seja, as ligações são assumidas com as condições ideais de rigidez.… (more)

Subjects/Keywords: [pt] ANALISE EXPERIMENTAL; [en] EXPERIMENTAL ANALYSIS; [pt] LIGACOES VIGA PILAR; [en] BEAM-TO-COLUMN CONNECTIONS; [pt] LIGACOES MISTAS; [pt] LIGACAO SEMIRRIGIDA; [en] SEMI-RIGID CONNECTION; [pt] LIGACAO COM CANTONEIRA; [en] WEB AND SEAT ANGLE CONNECTION

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

APA (6th Edition):

SILVA, R. A. C. (2016). [en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27553

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):

SILVA, RAQUEL ALVES CABRAL. “[en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS.” 2016. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed December 10, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27553.

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

MLA Handbook (7th Edition):

SILVA, RAQUEL ALVES CABRAL. “[en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS.” 2016. Web. 10 Dec 2019.

Vancouver:

SILVA RAC. [en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. [cited 2019 Dec 10]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27553.

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

Council of Science Editors:

SILVA RAC. [en] THEORETICAL AND EXPERIMENTAL ANALYSIS OF A COMPOSITE SEMI-RIGID BEAM-TO-COLUMN JOINT USING PERFOBOND SHEAR CONNECTORS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2016. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27553

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

29. 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 December 10, 2019. 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. 10 Dec 2019.

Vancouver:

Díaz Gómez C. Diseño optimo de uniones semirrígidas mediante simulación numérica y modelos kriging . [Internet] [Thesis]. Universidad Politécnica de Cartagena; 2010. [cited 2019 Dec 10]. 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

30. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.

Degree: Civil Engineering, 2014, University of Manitoba

 In the past few years, some experimental investigations have been conducted to verify seismic behaviour of fiber reinforced polymer reinforced concrete (FRP-RC) beam-column joints. Those… (more)

Subjects/Keywords: beam-column joints; seismic design; connections; joint shear capacity; edge beams; FRP reinforced concrete

…C-2 viii List of Figures Figure 2.1 - Applied forces to an exterior beam-column joint… …16 Figure 2.2 - Strut and tie model in exterior beam-column joints (reproduced from… …45 Figure 4.1 - beam-column joints in a laterally loaded ductile frame… …One of the most influential regions in the integral behaviour of a frame is “beam-column… …beam-column joints was feasibility of using them in seismic regions. One of the main… 

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

APA (6th Edition):

Khalili Ghomi, S. (2014). Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23304

Chicago Manual of Style (16th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.” 2014. Masters Thesis, University of Manitoba. Accessed December 10, 2019. http://hdl.handle.net/1993/23304.

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC exterior beam-column joints with lateral beams.” 2014. Web. 10 Dec 2019.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2019 Dec 10]. Available from: http://hdl.handle.net/1993/23304.

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC exterior beam-column joints with lateral beams. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23304

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