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You searched for subject:(Hysteretic behavior). Showing records 1 – 15 of 15 total matches.

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Virginia Tech

1. Maurya, Abhilasha. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).

Degree: MS, Civil Engineering, 2012, Virginia Tech

 Steel plate shear walls (SPSWs) are an attractive option for lateral load resisting systems for both new and retrofit construction. They, however, present various challenges… (more)

Subjects/Keywords: finite element modeling; seismic behavior; plate buckling; hysteretic damping; Steel Plate Shear Wall

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

APA (6th Edition):

Maurya, A. (2012). Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34466

Chicago Manual of Style (16th Edition):

Maurya, Abhilasha. “Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).” 2012. Masters Thesis, Virginia Tech. Accessed October 16, 2019. http://hdl.handle.net/10919/34466.

MLA Handbook (7th Edition):

Maurya, Abhilasha. “Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW).” 2012. Web. 16 Oct 2019.

Vancouver:

Maurya A. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10919/34466.

Council of Science Editors:

Maurya A. Computational simulation and analytical development of Buckling Resistant Steel Plate Shear Wall (BR-SPSW). [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34466


Virginia Tech

2. Egorova, Natalia Vadimovna. Experimental Study of Ring-Shaped Steel Plate Shear Walls.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 A new type of steel plate shear wall has been devised which resists out-of-plane buckling without requiring stiffeners. The ring-shaped steel plate shear wall (RS-SPSW)… (more)

Subjects/Keywords: steel plate shear wall; ring fuse; hysteretic behavior; plate buckling; seismic design; and experimentation

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APA (6th Edition):

Egorova, N. V. (2013). Experimental Study of Ring-Shaped Steel Plate Shear Walls. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52633

Chicago Manual of Style (16th Edition):

Egorova, Natalia Vadimovna. “Experimental Study of Ring-Shaped Steel Plate Shear Walls.” 2013. Masters Thesis, Virginia Tech. Accessed October 16, 2019. http://hdl.handle.net/10919/52633.

MLA Handbook (7th Edition):

Egorova, Natalia Vadimovna. “Experimental Study of Ring-Shaped Steel Plate Shear Walls.” 2013. Web. 16 Oct 2019.

Vancouver:

Egorova NV. Experimental Study of Ring-Shaped Steel Plate Shear Walls. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10919/52633.

Council of Science Editors:

Egorova NV. Experimental Study of Ring-Shaped Steel Plate Shear Walls. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/52633


University of Illinois – Urbana-Champaign

3. Kim, Jun Hee. Hybrid mathematical and informational modeling of beam-to-column connections.

Degree: PhD, 0106, 2010, University of Illinois – Urbana-Champaign

 The analysis of steel and composite frames has traditionally been carried out by idealizing beam-to-column connections as either rigid or pinned. Although some advanced analysis… (more)

Subjects/Keywords: Hybrid modeling; mathematical modeling; informational modeling; neural-network; hysteretic behavior; beam-to-column connection

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APA (6th Edition):

Kim, J. H. (2010). Hybrid mathematical and informational modeling of beam-to-column connections. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16075

Chicago Manual of Style (16th Edition):

Kim, Jun Hee. “Hybrid mathematical and informational modeling of beam-to-column connections.” 2010. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 16, 2019. http://hdl.handle.net/2142/16075.

MLA Handbook (7th Edition):

Kim, Jun Hee. “Hybrid mathematical and informational modeling of beam-to-column connections.” 2010. Web. 16 Oct 2019.

Vancouver:

Kim JH. Hybrid mathematical and informational modeling of beam-to-column connections. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/2142/16075.

Council of Science Editors:

Kim JH. Hybrid mathematical and informational modeling of beam-to-column connections. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16075


Université de Sherbrooke

4. Mohamed, Nayera Ahmed Abdel-Raheem. Strength and drift capacity of GFRP-reinforced concrete shear walls .

Degree: 2013, Université de Sherbrooke

 With the rise in constructing using FRP reinforcement, owing to corrosion problems in steel-reinforced structures, there is a need for a system to resist lateral… (more)

Subjects/Keywords: Ductility index; Drift capacity; Design; Finite element; Energy dissipation; Deformation; Shear walls; Hysteretic behavior; Cyclic loads; Concrete, GFRP bars

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APA (6th Edition):

Mohamed, N. A. A. (2013). Strength and drift capacity of GFRP-reinforced concrete shear walls . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/6136

Chicago Manual of Style (16th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Doctoral Dissertation, Université de Sherbrooke. Accessed October 16, 2019. http://hdl.handle.net/11143/6136.

MLA Handbook (7th Edition):

Mohamed, Nayera Ahmed Abdel-Raheem. “Strength and drift capacity of GFRP-reinforced concrete shear walls .” 2013. Web. 16 Oct 2019.

Vancouver:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2013. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/11143/6136.

Council of Science Editors:

Mohamed NAA. Strength and drift capacity of GFRP-reinforced concrete shear walls . [Doctoral Dissertation]. Université de Sherbrooke; 2013. Available from: http://hdl.handle.net/11143/6136

5. Padilla-Llano, David Alberto. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.

Degree: PhD, Civil and Environmental Engineering, 2015, Virginia Tech

 The objective of this research is to create a computationally efficient seismic analysis framework for cold-formed steel (CFS) framed-buildings supported by hysteretic nonlinear models for… (more)

Subjects/Keywords: Cold-formed steel; Seismic energy dissipation; Hysteretic behavior; Buckling; Thin-walled; Cold-formed steel studs; Cold-formed steel joists.

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APA (6th Edition):

Padilla-Llano, D. A. (2015). A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/52904

Chicago Manual of Style (16th Edition):

Padilla-Llano, David Alberto. “A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.” 2015. Doctoral Dissertation, Virginia Tech. Accessed October 16, 2019. http://hdl.handle.net/10919/52904.

MLA Handbook (7th Edition):

Padilla-Llano, David Alberto. “A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems.” 2015. Web. 16 Oct 2019.

Vancouver:

Padilla-Llano DA. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. [Internet] [Doctoral dissertation]. Virginia Tech; 2015. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10919/52904.

Council of Science Editors:

Padilla-Llano DA. A Framework for Cyclic Simulation of Thin-Walled  Cold-Formed Steel Members in Structural Systems. [Doctoral Dissertation]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/52904


University of Houston

6. Kavoura, Florentia. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.

Degree: Civil and Environmental Engineering, Department of, 2016, University of Houston

 In the past few decades, the popularity of metal buildings has grown immensely and today, they are extensively used for low-rise constructions in United States.… (more)

Subjects/Keywords: Low-rise metal buildings; Base-plate connection; Rotational stiffness; Moment capacity; Hysteretic behavior; Design codes; Parametric study; Numerical modelling; Full-scale experiments

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APA (6th Edition):

Kavoura, F. (2016). Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3536

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):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Thesis, University of Houston. Accessed October 16, 2019. http://hdl.handle.net/10657/3536.

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

MLA Handbook (7th Edition):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Web. 16 Oct 2019.

Vancouver:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10657/3536.

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

Council of Science Editors:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3536

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


Université de Grenoble

7. Boudaud, Clément. Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building.

Degree: Docteur es, Matériaux, mécanique, génie civil, électrochimie, 2012, Université de Grenoble

Les travaux de thèse visent à améliorer les connaissances sur le comportement parasismique des bâtiments à ossature en bois. Le comportement de ces bâtiments sous… (more)

Subjects/Keywords: Ossature bois; Murs de contreventement; Comportement parasismique; Modélisation numérique multi-échelles; Loi de comportement hystérétique; Essais expérimentaux quasi-statiques et dynamiques; Timber-frame; Shear walls; Paraseismic behavior; Multi-scale numerical modeling; Hysteretic behavior law; Quasi-static and dynamic experimental tests; 620

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APA (6th Edition):

Boudaud, C. (2012). Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2012GRENI108

Chicago Manual of Style (16th Edition):

Boudaud, Clément. “Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building.” 2012. Doctoral Dissertation, Université de Grenoble. Accessed October 16, 2019. http://www.theses.fr/2012GRENI108.

MLA Handbook (7th Edition):

Boudaud, Clément. “Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building.” 2012. Web. 16 Oct 2019.

Vancouver:

Boudaud C. Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building. [Internet] [Doctoral dissertation]. Université de Grenoble; 2012. [cited 2019 Oct 16]. Available from: http://www.theses.fr/2012GRENI108.

Council of Science Editors:

Boudaud C. Analyse de la vulnérabilité sismique des structures à ossature en bois : essais expérimentaux, modélisation numérique, calculs parasismiques : Probabilistic analysis of the seismic vulnerability of timber frame building. [Doctoral Dissertation]. Université de Grenoble; 2012. Available from: http://www.theses.fr/2012GRENI108

8. Καραπίττα, Λουτσία. Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση.

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

The main scope of this research study is the development of constitutive model for the analysis of unreinforced masonry structures subjected to static in-plane and… (more)

Subjects/Keywords: Άοπλη τοιχοποιία; Διατμητική και καμπτική αστοχία; Καταστατικά προσομοιώματα; Πεπερασμένα στοιχεία; Υστερητική συμπεριφορά; Δυναμική μέθοδος ρητής ολοκλήρωσης; Unreinforced masonry; Shear and flexural failure modes; Constitutive models; Finite elements; Hysteretic behavior; Explicit dynamic analysis

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APA (6th Edition):

Καραπίττα, . . (2011). Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/24784

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):

Καραπίττα, Λουτσία. “Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση.” 2011. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed October 16, 2019. http://hdl.handle.net/10442/hedi/24784.

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

MLA Handbook (7th Edition):

Καραπίττα, Λουτσία. “Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση.” 2011. Web. 16 Oct 2019.

Vancouver:

Καραπίττα . Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10442/hedi/24784.

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

Council of Science Editors:

Καραπίττα . Ανάπτυξη και πειραματική βαθμονόμηση καταστατικού προσομοιώματος άοπλης τοιχοποιίας υπό σεισμική καταπόνηση. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. Available from: http://hdl.handle.net/10442/hedi/24784

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


North Carolina State University

9. Shao, Yutian. Behavior of FRP-Concrete Beam-Columns under Cyclic Loading.

Degree: PhD, Civil Engineering, 2003, North Carolina State University

 Use of concrete-filled fiber-reinforced polymers (FRP) tubes (CFFT) for columns and piles has been studied extensively over the last decade. The focus, however, has been… (more)

Subjects/Keywords: cyclic behavior; beam-column; Concrete-Filled FRP Tube; FRP; seismic; hysteretic modeling; energy dissipation

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APA (6th Edition):

Shao, Y. (2003). Behavior of FRP-Concrete Beam-Columns under Cyclic Loading. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5788

Chicago Manual of Style (16th Edition):

Shao, Yutian. “Behavior of FRP-Concrete Beam-Columns under Cyclic Loading.” 2003. Doctoral Dissertation, North Carolina State University. Accessed October 16, 2019. http://www.lib.ncsu.edu/resolver/1840.16/5788.

MLA Handbook (7th Edition):

Shao, Yutian. “Behavior of FRP-Concrete Beam-Columns under Cyclic Loading.” 2003. Web. 16 Oct 2019.

Vancouver:

Shao Y. Behavior of FRP-Concrete Beam-Columns under Cyclic Loading. [Internet] [Doctoral dissertation]. North Carolina State University; 2003. [cited 2019 Oct 16]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5788.

Council of Science Editors:

Shao Y. Behavior of FRP-Concrete Beam-Columns under Cyclic Loading. [Doctoral Dissertation]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5788


University of Canterbury

10. Carr, A.J. Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures.

Degree: College of Science.; University of Canterbury. Civil and Natural Resources Engineering.; University of Canterbury. Electrical and Computer Engineering.; University of Canterbury. Mechanical Engineering., 2007, University of Canterbury

 Semi-active dampers offer significant capability to reduce dynamic wind and seismic structural response. A novel resetable device with independent valve control laws that enables semi-active… (more)

Subjects/Keywords: hysteretic behaviour; structural design; response spectra; semi-active control; reduction factors; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

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APA (6th Edition):

Carr, A. J. (2007). Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/1914

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):

Carr, A J. “Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures.” 2007. Thesis, University of Canterbury. Accessed October 16, 2019. http://hdl.handle.net/10092/1914.

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

MLA Handbook (7th Edition):

Carr, A J. “Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures.” 2007. Web. 16 Oct 2019.

Vancouver:

Carr AJ. Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures. [Internet] [Thesis]. University of Canterbury; 2007. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10092/1914.

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

Council of Science Editors:

Carr AJ. Re-Shaping Hysteretic Behaviour - Spectral Analysis and Design Equations for Semi-Active Structures. [Thesis]. University of Canterbury; 2007. Available from: http://hdl.handle.net/10092/1914

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


University of Canterbury

11. Heaton, D. Re-shaping hysteretic behaviour using semi-active resetable device dampers.

Degree: Mechanical Engineering.; University of Canterbury. Electrical and Computer Engineering.; University of Canterbury. Civil Engineering., 2006, University of Canterbury

 Semi-active dampers and actuators hold significant promise for their ability to add supplemental damping and reduce structural response, particularly under earthquake loading. However, to date,… (more)

Subjects/Keywords: resetable devices; seismic hazard; energy dissipation; semi-active control; damping; supplemental damping; hysteretic behaviour; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

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APA (6th Edition):

Heaton, D. (2006). Re-shaping hysteretic behaviour using semi-active resetable device dampers. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/69

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):

Heaton, D. “Re-shaping hysteretic behaviour using semi-active resetable device dampers.” 2006. Thesis, University of Canterbury. Accessed October 16, 2019. http://hdl.handle.net/10092/69.

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

MLA Handbook (7th Edition):

Heaton, D. “Re-shaping hysteretic behaviour using semi-active resetable device dampers.” 2006. Web. 16 Oct 2019.

Vancouver:

Heaton D. Re-shaping hysteretic behaviour using semi-active resetable device dampers. [Internet] [Thesis]. University of Canterbury; 2006. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10092/69.

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

Council of Science Editors:

Heaton D. Re-shaping hysteretic behaviour using semi-active resetable device dampers. [Thesis]. University of Canterbury; 2006. Available from: http://hdl.handle.net/10092/69

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

12. Sylvain, Wilgens. Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales.

Degree: Docteur es, Milieux denses, matériaux et composants, 2016, Poitiers

L'objectif de cette thèse est l'étude de la déformation, à l'échelle microscopique, de la phase MAX Ti2AlN, synthétisée par métallurgie des poudres. Ce travail se… (more)

Subjects/Keywords: Phase MAX; Ti2AlN; Indentation sphérique; Indentation Berkovich; Micro-Compression exsitu; Hystérèse; Compression in-Situ en synchrotron; Plasticité; Kink bands; Dislocations; Afm; Meb; Met; MAX phase; Ti2AlN; Spherical indentation; Berkovich indentation; Ex-Situ microcompression; Hysteretic behavior; In-Situ compression under synchrotron micro-Beam; Plasticity; Kink bands; Dislocations; Afm; Sem; Tem; 531.385

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APA (6th Edition):

Sylvain, W. (2016). Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales. (Doctoral Dissertation). Poitiers. Retrieved from http://www.theses.fr/2016POIT2307

Chicago Manual of Style (16th Edition):

Sylvain, Wilgens. “Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales.” 2016. Doctoral Dissertation, Poitiers. Accessed October 16, 2019. http://www.theses.fr/2016POIT2307.

MLA Handbook (7th Edition):

Sylvain, Wilgens. “Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales.” 2016. Web. 16 Oct 2019.

Vancouver:

Sylvain W. Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales. [Internet] [Doctoral dissertation]. Poitiers; 2016. [cited 2019 Oct 16]. Available from: http://www.theses.fr/2016POIT2307.

Council of Science Editors:

Sylvain W. Étude de la plasticité du monocristal de phase MAX par déformation aux petites échelles : Study of the single crystal plasticity of MAX phase by deformation at small scales. [Doctoral Dissertation]. Poitiers; 2016. Available from: http://www.theses.fr/2016POIT2307


Université de Grenoble

13. Vieux-Champagne, Florent. Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures.

Degree: Docteur es, Matériaux, mécanique, génie civil, électrochimie, 2013, Université de Grenoble

Les séismes constituent une source d’aléas importante pour l’étude de la vulnérabilité d’unbâtiment. Le comportement parasismique des bâtiments à ossatures en bois est particulièrementintéressant. Deux… (more)

Subjects/Keywords: Bâtiment à ossature en bois avec remplissage; Connecteurs métalliques; Cellule élémentaire; Murs de contreventement; Comportement parasismique; Modélisation multiéchelles; Loi de comportement hystérétique; Chargements quasi-statique et dynamique; Essais sur table vibrante; Études expérimentales et numériques; Timber-framed with infill panel; Timbered masonry structure; Shear walls; Seismic resistant behavior; Multi-scale analysis; Hysteretic behavior law; Quasi-static and dynamic loadings; Shaking table test; Experimental and numerical studies; 620

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

APA (6th Edition):

Vieux-Champagne, F. (2013). Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures. (Doctoral Dissertation). Université de Grenoble. Retrieved from http://www.theses.fr/2013GRENI085

Chicago Manual of Style (16th Edition):

Vieux-Champagne, Florent. “Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures.” 2013. Doctoral Dissertation, Université de Grenoble. Accessed October 16, 2019. http://www.theses.fr/2013GRENI085.

MLA Handbook (7th Edition):

Vieux-Champagne, Florent. “Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures.” 2013. Web. 16 Oct 2019.

Vancouver:

Vieux-Champagne F. Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures. [Internet] [Doctoral dissertation]. Université de Grenoble; 2013. [cited 2019 Oct 16]. Available from: http://www.theses.fr/2013GRENI085.

Council of Science Editors:

Vieux-Champagne F. Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques : Seismic vulnerability analysis of timber-framed masonry structures. [Doctoral Dissertation]. Université de Grenoble; 2013. Available from: http://www.theses.fr/2013GRENI085

14. Skalomenos, Konstantinos. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.

Degree: 2014, University of Patras; Πανεπιστήμιο Πατρών

 The purpose of this research is to investigate the seismic behavior of plane moment resisting frames (MRFs) consisting of concrete filled steel tube (CFT) columns… (more)

Subjects/Keywords: Κοιλοδοκοί γεμισμένοι με σκυρόδεμα; Σύμμικτα υποστυλώματα; Πεπερασμένα στοιχεία; Φαινόμενα απομείωσης αντοχής και δυσκαμψίας; Υστερητικά μοντέλα; Συγκεντρωμένη πλαστιμότητα; Καμπύλες τρωτότητας; Καμπτικά επίπεδα πλαίσια; Παραμετρικές μελέτες; Αντισεισμικός σχεδιασμός; Υβριδική μέθοδος σχεδιασμού; Συντελεστής συμπεριφοράς; Καθολική πλαστιμότητα κορυφής; Επιτελεστικότητα; Concrete filled steel tube; Composite columns; Finite elements; Deterioration effects; Strength and stiffness degradation; Hysteretic models; Concentrated plasticity; Fragility curves; Moment resisting frames; Parametric studies; Seismic design; Hybrid seismic design method; Behavior factor or strength reduction factor; Roof ductility; Performance - based design

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

APA (6th Edition):

Skalomenos, K. (2014). Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/35563

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):

Skalomenos, Konstantinos. “Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.” 2014. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed October 16, 2019. http://hdl.handle.net/10442/hedi/35563.

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

MLA Handbook (7th Edition):

Skalomenos, Konstantinos. “Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.” 2014. Web. 16 Oct 2019.

Vancouver:

Skalomenos K. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10442/hedi/35563.

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

Council of Science Editors:

Skalomenos K. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. Available from: http://hdl.handle.net/10442/hedi/35563

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


Brigham Young University

15. Coy, Bradly B. Buckling-Restrained Braced Frame Connection Design and Testing.

Degree: MS, 2007, Brigham Young University

  As typically designed, the beam-column-brace connections of buckling-restrained braced steel frames have undesirable failure modes that compromise the integrity and performance of the frames… (more)

Subjects/Keywords: steel frame; steel frames; steel connection; steel connections; brace; braces; structrual engineeering; structural; structures; structural design; steel design; steel connection design; steel testing; testing; design; hysteresis; hysteretic behavior; civil engineering; Civil and Environmental Engineering

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

APA (6th Edition):

Coy, B. B. (2007). Buckling-Restrained Braced Frame Connection Design and Testing. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd

Chicago Manual of Style (16th Edition):

Coy, Bradly B. “Buckling-Restrained Braced Frame Connection Design and Testing.” 2007. Masters Thesis, Brigham Young University. Accessed October 16, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd.

MLA Handbook (7th Edition):

Coy, Bradly B. “Buckling-Restrained Braced Frame Connection Design and Testing.” 2007. Web. 16 Oct 2019.

Vancouver:

Coy BB. Buckling-Restrained Braced Frame Connection Design and Testing. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2019 Oct 16]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd.

Council of Science Editors:

Coy BB. Buckling-Restrained Braced Frame Connection Design and Testing. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd

.