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You searched for subject:(Timber Connections). Showing records 1 – 30 of 35 total matches.

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University of Bath

1. Thomson, Andrew. The structural performance of non-metallic timber connections.

Degree: PhD, 2010, University of Bath

 Reducing the amount of metal used within a timber structure has many advantages, particularly when dealing with connections. Fire resistance and durability are commonly cited… (more)

Subjects/Keywords: 674; timber; non-metallic; connections

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

APA (6th Edition):

Thomson, A. (2010). The structural performance of non-metallic timber connections. (Doctoral Dissertation). University of Bath. Retrieved from https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.544513

Chicago Manual of Style (16th Edition):

Thomson, Andrew. “The structural performance of non-metallic timber connections.” 2010. Doctoral Dissertation, University of Bath. Accessed July 22, 2019. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.544513.

MLA Handbook (7th Edition):

Thomson, Andrew. “The structural performance of non-metallic timber connections.” 2010. Web. 22 Jul 2019.

Vancouver:

Thomson A. The structural performance of non-metallic timber connections. [Internet] [Doctoral dissertation]. University of Bath; 2010. [cited 2019 Jul 22]. Available from: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.544513.

Council of Science Editors:

Thomson A. The structural performance of non-metallic timber connections. [Doctoral Dissertation]. University of Bath; 2010. Available from: https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.544513

2. Baena, Juliano Silveira. Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira.

Degree: Mestrado, Estruturas, 2015, University of São Paulo

Um dos tipos de ligação mais comum em estruturas de madeira é aquele feito por meio de parafusos solicitados transversalmente (pino metálico). A revisão da… (more)

Subjects/Keywords: Bolts; Connections; Estruturas de madeira; Ligações; Pinos metálicos; Timber structures

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APA (6th Edition):

Baena, J. S. (2015). Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21122015-105438/ ;

Chicago Manual of Style (16th Edition):

Baena, Juliano Silveira. “Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira.” 2015. Masters Thesis, University of São Paulo. Accessed July 22, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21122015-105438/ ;.

MLA Handbook (7th Edition):

Baena, Juliano Silveira. “Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira.” 2015. Web. 22 Jul 2019.

Vancouver:

Baena JS. Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2019 Jul 22]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21122015-105438/ ;.

Council of Science Editors:

Baena JS. Comparação dos critérios de dimensionamento de ligações por pinos metálicos (parafusos) em estruturas de madeira. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21122015-105438/ ;


University of Canterbury

3. van Beerschoten, Wouter Adrian. Structural Performance of Post-tensioned Timber Frames under Gravity Loading.

Degree: Department of Civil and Natural Resources engineering, 2013, University of Canterbury

 A new structural system for multi-storey timber buildings has been developed over the last seven years at the University of Canterbury. The system incorporates large… (more)

Subjects/Keywords: Timber; frames; beams; post-tensioning; LVL; material properties; connections

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APA (6th Edition):

van Beerschoten, W. A. (2013). Structural Performance of Post-tensioned Timber Frames under Gravity Loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8735

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):

van Beerschoten, Wouter Adrian. “Structural Performance of Post-tensioned Timber Frames under Gravity Loading.” 2013. Thesis, University of Canterbury. Accessed July 22, 2019. http://hdl.handle.net/10092/8735.

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

MLA Handbook (7th Edition):

van Beerschoten, Wouter Adrian. “Structural Performance of Post-tensioned Timber Frames under Gravity Loading.” 2013. Web. 22 Jul 2019.

Vancouver:

van Beerschoten WA. Structural Performance of Post-tensioned Timber Frames under Gravity Loading. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10092/8735.

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

Council of Science Editors:

van Beerschoten WA. Structural Performance of Post-tensioned Timber Frames under Gravity Loading. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/8735

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


University of Ottawa

4. Cote, Dominic. Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads .

Degree: 2017, University of Ottawa

 Cross-laminated timber (CLT) is an emerging engineered wood product in North America. Past research effort to establish the behaviour of CLT under extreme loading conditions… (more)

Subjects/Keywords: CLT; Cross-Laminated Timber; Blast; Connections; Boundary Conditions

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APA (6th Edition):

Cote, D. (2017). Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36993

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):

Cote, Dominic. “Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads .” 2017. Thesis, University of Ottawa. Accessed July 22, 2019. http://hdl.handle.net/10393/36993.

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

MLA Handbook (7th Edition):

Cote, Dominic. “Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads .” 2017. Web. 22 Jul 2019.

Vancouver:

Cote D. Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10393/36993.

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

Council of Science Editors:

Cote D. Effect of Realistic Boundary Conditions on the Behaviour of Cross-Laminated Timber Elements Subjected to Simulated Blast Loads . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36993

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


University of Toronto

5. Zhang, Chao. Analysis of the Timber-concrete Composite Systems with Ductile Connection.

Degree: 2013, University of Toronto

In timber-concrete composite systems, timber and concrete are inherently brittle materials that behave linearly elastic in both tension and bending. However, the shear connection between… (more)

Subjects/Keywords: Timber-Concrete Composite; Partial Interaction; Duction Connections; Incremental Method

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APA (6th Edition):

Zhang, C. (2013). Analysis of the Timber-concrete Composite Systems with Ductile Connection. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35705

Chicago Manual of Style (16th Edition):

Zhang, Chao. “Analysis of the Timber-concrete Composite Systems with Ductile Connection.” 2013. Masters Thesis, University of Toronto. Accessed July 22, 2019. http://hdl.handle.net/1807/35705.

MLA Handbook (7th Edition):

Zhang, Chao. “Analysis of the Timber-concrete Composite Systems with Ductile Connection.” 2013. Web. 22 Jul 2019.

Vancouver:

Zhang C. Analysis of the Timber-concrete Composite Systems with Ductile Connection. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/1807/35705.

Council of Science Editors:

Zhang C. Analysis of the Timber-concrete Composite Systems with Ductile Connection. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35705


University of New South Wales

6. 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 July 22, 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. 22 Jul 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 Jul 22]. 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


Linnaeus University

7. Holmberg, Kristian. Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus.

Degree: Building Technology, 2018, Linnaeus University

De moduler som tillverkas i dagsläget baseras vanligtvis på traditionellträregelstomme. Det finns dock en möjlighet att istället tillverka moduler i KL-trä.Arbetets mål är att… (more)

Subjects/Keywords: CLT; Connections; Cross laminated timber; Modules; KL-trä; Infästningar; Korslimmat trä; Moduler; Building Technologies; Husbyggnad

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APA (6th Edition):

Holmberg, K. (2018). Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-76556

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):

Holmberg, Kristian. “Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus.” 2018. Thesis, Linnaeus University. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-76556.

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

MLA Handbook (7th Edition):

Holmberg, Kristian. “Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus.” 2018. Web. 22 Jul 2019.

Vancouver:

Holmberg K. Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus. [Internet] [Thesis]. Linnaeus University; 2018. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-76556.

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

Council of Science Editors:

Holmberg K. Anslutningar för sammansättning av flera moduler i KL-trä till ett bostadshus. [Thesis]. Linnaeus University; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-76556

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


Virginia Tech

8. Shields, Lance David. Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints.

Degree: MS, Civil Engineering, 2011, Virginia Tech

 A timber frame is a structural building system composed of heavy timber members connected using carpentry-style joinery that may include metal fasteners. A common variant… (more)

Subjects/Keywords: Tensile Strength; Douglas-fir; Through-Tenon; Keys; Wedges; White Oak; Timber Frame; Joints; Wood Connections

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APA (6th Edition):

Shields, L. D. (2011). Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33971

Chicago Manual of Style (16th Edition):

Shields, Lance David. “Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints.” 2011. Masters Thesis, Virginia Tech. Accessed July 22, 2019. http://hdl.handle.net/10919/33971.

MLA Handbook (7th Edition):

Shields, Lance David. “Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints.” 2011. Web. 22 Jul 2019.

Vancouver:

Shields LD. Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10919/33971.

Council of Science Editors:

Shields LD. Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/33971


Florida International University

9. Canino-Vazquez, Iván R. Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation.

Degree: Civil Engineering, 2009, Florida International University

  Damages during extreme wind events highlight the weaknesses of mechanical fasteners at the roof-to-wall connections in residential timber frame buildings. The allowable capacity of… (more)

Subjects/Keywords: Roof-to-Wall Connections; Timber Connections; Fiber Reinforced Polymers; Tri-Axial Performance Testing; Aerodynamic Load Characteristics Evaluation; Hurricane Simulation; Hurricane Clips; Hurricane Damage Mitigation; Tropical Cyclone Simulation; Continuous Load Path

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APA (6th Edition):

Canino-Vazquez, I. R. (2009). Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation. (Thesis). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/128 ; 10.25148/etd.FI09120825 ; FI09120825

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):

Canino-Vazquez, Iván R. “Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation.” 2009. Thesis, Florida International University. Accessed July 22, 2019. http://digitalcommons.fiu.edu/etd/128 ; 10.25148/etd.FI09120825 ; FI09120825.

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

MLA Handbook (7th Edition):

Canino-Vazquez, Iván R. “Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation.” 2009. Web. 22 Jul 2019.

Vancouver:

Canino-Vazquez IR. Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation. [Internet] [Thesis]. Florida International University; 2009. [cited 2019 Jul 22]. Available from: http://digitalcommons.fiu.edu/etd/128 ; 10.25148/etd.FI09120825 ; FI09120825.

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

Council of Science Editors:

Canino-Vazquez IR. Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation. [Thesis]. Florida International University; 2009. Available from: http://digitalcommons.fiu.edu/etd/128 ; 10.25148/etd.FI09120825 ; FI09120825

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

10. Almeida, Diego Henrique de. Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento.

Degree: Mestrado, Estruturas, 2014, University of São Paulo

Os pontos com maior fragilidade em estruturas de madeira são as ligações, pois nelas ocorrem as maiores concentrações de tensões. Dentre os tipos de conectores… (more)

Subjects/Keywords: Bolts; Connections; Embedment strength; Estruturas de madeira; Ligações; Metal dowels-type; Parafusos; Pinos metálicos; Resistência ao embutimento; Timber structures

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APA (6th Edition):

Almeida, D. H. d. (2014). Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-30072014-085410/ ;

Chicago Manual of Style (16th Edition):

Almeida, Diego Henrique de. “Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento.” 2014. Masters Thesis, University of São Paulo. Accessed July 22, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-30072014-085410/ ;.

MLA Handbook (7th Edition):

Almeida, Diego Henrique de. “Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento.” 2014. Web. 22 Jul 2019.

Vancouver:

Almeida DHd. Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2019 Jul 22]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-30072014-085410/ ;.

Council of Science Editors:

Almeida DHd. Proposta de método de ensaio para a determinação da resistência da madeira ao embutimento. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-30072014-085410/ ;


University of Canterbury

11. Yeoh, David Eng Chuan. Behaviour and Design of Timber-Concrete Composite Floor System.

Degree: Department of Civil and Natural Resources, 2010, University of Canterbury

 This Ph.D. thesis represents a summative report detailing research processes and outcomes from investigating the ultimate and serviceability limit state short- and long-term behaviour and… (more)

Subjects/Keywords: limit state design; behaviour; timber-concrete composite; laminated veneer lumber; connections; semi-prefabricated; short and long-term tests

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

APA (6th Edition):

Yeoh, D. E. C. (2010). Behaviour and Design of Timber-Concrete Composite Floor System. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4428

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):

Yeoh, David Eng Chuan. “Behaviour and Design of Timber-Concrete Composite Floor System.” 2010. Thesis, University of Canterbury. Accessed July 22, 2019. http://hdl.handle.net/10092/4428.

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

MLA Handbook (7th Edition):

Yeoh, David Eng Chuan. “Behaviour and Design of Timber-Concrete Composite Floor System.” 2010. Web. 22 Jul 2019.

Vancouver:

Yeoh DEC. Behaviour and Design of Timber-Concrete Composite Floor System. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10092/4428.

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

Council of Science Editors:

Yeoh DEC. Behaviour and Design of Timber-Concrete Composite Floor System. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/4428

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

12. Tavakoli Gheynani, Imane. Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method.

Degree: Docteur es, Sciences du bois et des fibres, 2011, Université Henri Poincaré – Nancy I

L'assemblage des éléments de structures en bois de dimensions standard comme des poutres massives ou composites s'effectue très fréquemment avec des ancrages métalliques cloués. Ces… (more)

Subjects/Keywords: Modélisation non linéaire; Assemblage bois; Ancrage métallique; Pointe; Non linear modelling; Timber connections; Steel hangers; Nail; 621.97; 694

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APA (6th Edition):

Tavakoli Gheynani, I. (2011). Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method. (Doctoral Dissertation). Université Henri Poincaré – Nancy I. Retrieved from http://www.theses.fr/2011NAN10135

Chicago Manual of Style (16th Edition):

Tavakoli Gheynani, Imane. “Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method.” 2011. Doctoral Dissertation, Université Henri Poincaré – Nancy I. Accessed July 22, 2019. http://www.theses.fr/2011NAN10135.

MLA Handbook (7th Edition):

Tavakoli Gheynani, Imane. “Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method.” 2011. Web. 22 Jul 2019.

Vancouver:

Tavakoli Gheynani I. Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method. [Internet] [Doctoral dissertation]. Université Henri Poincaré – Nancy I; 2011. [cited 2019 Jul 22]. Available from: http://www.theses.fr/2011NAN10135.

Council of Science Editors:

Tavakoli Gheynani I. Modélisation tridimensionnelle d'assemblages de structure bois en tôle pliée mince par la méthode des élements finis : Three-dimensional modeling of wood structural assemblies folded thin sheet by finite element method. [Doctoral Dissertation]. Université Henri Poincaré – Nancy I; 2011. Available from: http://www.theses.fr/2011NAN10135


Virginia Tech

13. Albright, Dustin Graham. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Much previous experimentation related to wood structures has employed monotonic loading to replicate static situations. However, instances of natural hazards have raised interest in the… (more)

Subjects/Keywords: reverse-cyclic loading; timber connections; single-shear; bolt spacing

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APA (6th Edition):

Albright, D. G. (2006). The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34324

Chicago Manual of Style (16th Edition):

Albright, Dustin Graham. “The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.” 2006. Masters Thesis, Virginia Tech. Accessed July 22, 2019. http://hdl.handle.net/10919/34324.

MLA Handbook (7th Edition):

Albright, Dustin Graham. “The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.” 2006. Web. 22 Jul 2019.

Vancouver:

Albright DG. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10919/34324.

Council of Science Editors:

Albright DG. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/34324


Linnaeus University

14. Huang, Qibin. Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness.

Degree: Building Technology, 2018, Linnaeus University

  Cross-Laminated Timber (CLT) has recently become a popular construction material for building timber structures. One advantage of CLT is, that it can be used… (more)

Subjects/Keywords: Cross-Laminated Timber (CLT); connections; experiments; digital image correlation; slip curve; stiffness; compressive strength; finite element simulation.; Civil Engineering; Samhällsbyggnadsteknik

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

APA (6th Edition):

Huang, Q. (2018). Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77339

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):

Huang, Qibin. “Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness.” 2018. Thesis, Linnaeus University. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77339.

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

MLA Handbook (7th Edition):

Huang, Qibin. “Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness.” 2018. Web. 22 Jul 2019.

Vancouver:

Huang Q. Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness. [Internet] [Thesis]. Linnaeus University; 2018. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77339.

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

Council of Science Editors:

Huang Q. Compression perpendicular to the grain of Cross-Laminated Timber : Influence of support conditions of CLT on compressive strength and stiffness. [Thesis]. Linnaeus University; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77339

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


Uppsala University

15. Blom, Henrik. STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä.

Degree: Byggteknik, 2016, Uppsala University

In today’s society cities grow increasingly larger, not only on the ground but vertically as well. Utilizing height means taller buildings, which often are… (more)

Subjects/Keywords: Timber construction; tall timber buildings; CLT; wind loads; accelerations; connections; FEM-Design 3D structure.; Höga träkonstruktioner; CLT; accelerationer; deformationer; vindlaster; infästningar; inspänningar; FEM-design 3D structure.

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

APA (6th Edition):

Blom, H. (2016). STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-296929

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):

Blom, Henrik. “STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä.” 2016. Thesis, Uppsala University. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-296929.

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

MLA Handbook (7th Edition):

Blom, Henrik. “STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä.” 2016. Web. 22 Jul 2019.

Vancouver:

Blom H. STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä. [Internet] [Thesis]. Uppsala University; 2016. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-296929.

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

Council of Science Editors:

Blom H. STABILA HÖGHUS I TRÄ : En analys av infästningars inverkan på accelerationer och utböjningar i ett 15-våningshus av trä. [Thesis]. Uppsala University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-296929

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

16. Röjerås, Anders. Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar.

Degree: Energy Systems and Building Technology, 2019, University of Gävle

In earlier wood constructions, the method of joining the parts was by the carpenter joint. There are many different kinds of carpenter joints. The… (more)

Subjects/Keywords: carpenter joints; wood joints; timber joints; wood connections; log houses; timber framing; roof truss; hophuggning; träförband; timmerförband; timmerhus; stoplverk; takstol; Building Technologies; Husbyggnad

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

APA (6th Edition):

Röjerås, A. (2019). Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar. (Thesis). University of Gävle. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30213

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):

Röjerås, Anders. “Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar.” 2019. Thesis, University of Gävle. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30213.

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

MLA Handbook (7th Edition):

Röjerås, Anders. “Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar.” 2019. Web. 22 Jul 2019.

Vancouver:

Röjerås A. Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar. [Internet] [Thesis]. University of Gävle; 2019. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30213.

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

Council of Science Editors:

Röjerås A. Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar. [Thesis]. University of Gävle; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30213

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

17. Samake, Abdoulaye. Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure.

Degree: Docteur es, Génie Civil, 2016, Université Blaise-Pascale, Clermont-Ferrand II

 Les structures en bois sont de plus en plus utilisées de nos jours dans les constructions de génie civil. Cette utilisation massive du bois s’explique… (more)

Subjects/Keywords: Bois; Organes métalliques; Assemblages; Feu ISO 834; Four à gaz; Champs thermiques; Flux hydrique; Modélisation numérique; Laine de roche; Timber; Fasteners; Fire; Connections; Temperature; Stone wool

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

APA (6th Edition):

Samake, A. (2016). Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure. (Doctoral Dissertation). Université Blaise-Pascale, Clermont-Ferrand II. Retrieved from http://www.theses.fr/2016CLF22698

Chicago Manual of Style (16th Edition):

Samake, Abdoulaye. “Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure.” 2016. Doctoral Dissertation, Université Blaise-Pascale, Clermont-Ferrand II. Accessed July 22, 2019. http://www.theses.fr/2016CLF22698.

MLA Handbook (7th Edition):

Samake, Abdoulaye. “Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure.” 2016. Web. 22 Jul 2019.

Vancouver:

Samake A. Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure. [Internet] [Doctoral dissertation]. Université Blaise-Pascale, Clermont-Ferrand II; 2016. [cited 2019 Jul 22]. Available from: http://www.theses.fr/2016CLF22698.

Council of Science Editors:

Samake A. Etude de l'influence des transferts thermo-hydriques sur les composants d'assemblages bois sous incendie : Thermo-hydric transfer within dowelled and bolted timber connections under fire exposure. [Doctoral Dissertation]. Université Blaise-Pascale, Clermont-Ferrand II; 2016. Available from: http://www.theses.fr/2016CLF22698


University of British Columbia

18. Tannert, Thomas. Structural performance of rounded dovetail connections .

Degree: 2008, University of British Columbia

 The structural performance of Rounded Dovetail Connections (RDC) has been studied experimentally and numerically to provide information needed for connection structural design. RDC are mainly… (more)

Subjects/Keywords: Timber connections; Material testing and failure; Numerical modelling and analysis

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APA (6th Edition):

Tannert, T. (2008). Structural performance of rounded dovetail connections . (Thesis). University of British Columbia. Retrieved from http://hdl.handle.net/2429/694

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):

Tannert, Thomas. “Structural performance of rounded dovetail connections .” 2008. Thesis, University of British Columbia. Accessed July 22, 2019. http://hdl.handle.net/2429/694.

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

MLA Handbook (7th Edition):

Tannert, Thomas. “Structural performance of rounded dovetail connections .” 2008. Web. 22 Jul 2019.

Vancouver:

Tannert T. Structural performance of rounded dovetail connections . [Internet] [Thesis]. University of British Columbia; 2008. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/2429/694.

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

Council of Science Editors:

Tannert T. Structural performance of rounded dovetail connections . [Thesis]. University of British Columbia; 2008. Available from: http://hdl.handle.net/2429/694

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

19. Richardson, Benjamin Lee. Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections.

Degree: MS, Forest Resources and Environmental Conservation, 2015, Virginia Tech

 Cross-Laminated Timber (CLT) combines layers of dimension lumber in alternating grain direction to form a mass timber panel that can be used to create entire… (more)

Subjects/Keywords: Cross-Laminated Timber; Lateral Resistance; Shear Resistance; Wood Connections

…Spline Connections .. 61 Figure 4-12: Photographs of Observed Failures in Half-Lap… …Connections 62 Figure 4-13: Photograph of Plate . 64 Figure 4-14… …Table 4-5: Failures for Monotonic Surface Spline Connections . 57 Table 4-6… …product known as cross-laminated-timber. Cross-laminated-timber is a mass timber panel that is… …heavy timber or “non-light” construction material makes it comparable to precast concrete and… 

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

APA (6th Edition):

Richardson, B. L. (2015). Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/56969

Chicago Manual of Style (16th Edition):

Richardson, Benjamin Lee. “Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections.” 2015. Masters Thesis, Virginia Tech. Accessed July 22, 2019. http://hdl.handle.net/10919/56969.

MLA Handbook (7th Edition):

Richardson, Benjamin Lee. “Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections.” 2015. Web. 22 Jul 2019.

Vancouver:

Richardson BL. Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections. [Internet] [Masters thesis]. Virginia Tech; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10919/56969.

Council of Science Editors:

Richardson BL. Examination of the Lateral Resistance of Cross-Laminated Timber in Panel-Panel Connections. [Masters Thesis]. Virginia Tech; 2015. Available from: http://hdl.handle.net/10919/56969

20. Xu, Shengmin. Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters.

Degree: Mechanical Engineering, 2015, Linnaeus University

  Glued connections are relatively new in structural timber engineering. They are expected to show high connection stiffness as well as a high connection strength… (more)

Subjects/Keywords: Adhesive; dowel; timber; glued timber connections; finite element model; tension; ABAQUS

…models for timber connections with glued-in rods in bending. The comparison of the analytical… …behavior of glued-in rods in bending. The adhesive systems for structural connections in timber… …experimental campaign has been conducted including a wide range of timber beam connections with glued… …has given insight into the ductile behavior of timber-to-steel connections with multiple… …for the wooden parts of the connections. It is a type of structural timber product involving… 

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APA (6th Edition):

Xu, S. (2015). Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45371

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):

Xu, Shengmin. “Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters.” 2015. Thesis, Linnaeus University. Accessed July 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45371.

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

MLA Handbook (7th Edition):

Xu, Shengmin. “Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters.” 2015. Web. 22 Jul 2019.

Vancouver:

Xu S. Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters. [Internet] [Thesis]. Linnaeus University; 2015. [cited 2019 Jul 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45371.

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

Council of Science Editors:

Xu S. Glued timber connections : Experimental and numerical study of tension behavior under various influencing parameters. [Thesis]. Linnaeus University; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-45371

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


ETH Zürich

21. Staudacher, Emil. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.

Degree: 1936, ETH Zürich

Subjects/Keywords: HOLZ (BAUSTOFFE); HOLZVERBINDUNGEN (HOLZBEARBEITUNG); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); WOOD + TIMBER (BUILDING MATERIALS); WOOD JOINTS (TIMBER INDUSTRY); CONNECTION POINTS (STRUCTURAL CONNECTIONS); info:eu-repo/classification/ddc/690; Buildings

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APA (6th Edition):

Staudacher, E. (1936). Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135087

Chicago Manual of Style (16th Edition):

Staudacher, Emil. “Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.” 1936. Doctoral Dissertation, ETH Zürich. Accessed July 22, 2019. http://hdl.handle.net/20.500.11850/135087.

MLA Handbook (7th Edition):

Staudacher, Emil. “Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.” 1936. Web. 22 Jul 2019.

Vancouver:

Staudacher E. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. [Internet] [Doctoral dissertation]. ETH Zürich; 1936. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/20.500.11850/135087.

Council of Science Editors:

Staudacher E. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. [Doctoral Dissertation]. ETH Zürich; 1936. Available from: http://hdl.handle.net/20.500.11850/135087

22. Verdet, Mathieu. Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions.

Degree: Docteur es, Mécanique, 2016, Bordeaux; Université Laval (Québec, Canada)

 La technique des goujons collés dans les structures bois allie performances mécaniques et esthétisme. Elle répond au besoin de conservation du bâti pour le domaine… (more)

Subjects/Keywords: Structures bois; Modélisation éléments finis; Assemblages multi-tiges; Orthotropie; Fluage; Température; Polyuréthane; Époxy; Goujons collés; Timber structures; Finite element modelling; Connections with multiple glued-in rods; Orthotropy; Creep; Temperature; Polyurethane; Epoxy; Glued-in rods

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APA (6th Edition):

Verdet, M. (2016). Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions. (Doctoral Dissertation). Bordeaux; Université Laval (Québec, Canada). Retrieved from http://www.theses.fr/2016BORD0447

Chicago Manual of Style (16th Edition):

Verdet, Mathieu. “Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions.” 2016. Doctoral Dissertation, Bordeaux; Université Laval (Québec, Canada). Accessed July 22, 2019. http://www.theses.fr/2016BORD0447.

MLA Handbook (7th Edition):

Verdet, Mathieu. “Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions.” 2016. Web. 22 Jul 2019.

Vancouver:

Verdet M. Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions. [Internet] [Doctoral dissertation]. Bordeaux; Université Laval (Québec, Canada); 2016. [cited 2019 Jul 22]. Available from: http://www.theses.fr/2016BORD0447.

Council of Science Editors:

Verdet M. Etude du comportement à long terme de systèmes d’assemblages par goujons collés en conditions climatiques variables : Study of the long term behavior of glued-in rod connections in variable climate conditions. [Doctoral Dissertation]. Bordeaux; Université Laval (Québec, Canada); 2016. Available from: http://www.theses.fr/2016BORD0447


ETH Zürich

23. Ammann, Samuel D. Mechanical performance of glue joints in structural hardwood elements.

Degree: 2015, ETH Zürich

Subjects/Keywords: CRACKS (BUILDING MATERIALS); GLUED CONNECTIONS (STRUCTURAL CONNECTIONS); BUCHENHOLZ (HOLZINDUSTRIE); BEECH WOOD (TIMBER INDUSTRY); HOLZTRAGWERKE + HOLZKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); TIMBER STRUCTURES + WOODEN STRUCTURES (STRUCTURAL ELEMENTS); SHEAR STRENGTH (ELASTOMECHANICS); RISSE (BAUSTOFFE); HAFTVERMÖGEN (BAUSTOFFE); ADHESIVENESS (BUILDING MATERIALS); ASH WOOD (TIMBER INDUSTRY); ESCHEN-HOLZ (HOLZINDUSTRIE); SCHERFESTIGKEIT + SCHUBFESTIGKEIT (ELASTOMECHANIK); KLEBEVERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Ammann, S. D. (2015). Mechanical performance of glue joints in structural hardwood elements. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/109760

Chicago Manual of Style (16th Edition):

Ammann, Samuel D. “Mechanical performance of glue joints in structural hardwood elements.” 2015. Doctoral Dissertation, ETH Zürich. Accessed July 22, 2019. http://hdl.handle.net/20.500.11850/109760.

MLA Handbook (7th Edition):

Ammann, Samuel D. “Mechanical performance of glue joints in structural hardwood elements.” 2015. Web. 22 Jul 2019.

Vancouver:

Ammann SD. Mechanical performance of glue joints in structural hardwood elements. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/20.500.11850/109760.

Council of Science Editors:

Ammann SD. Mechanical performance of glue joints in structural hardwood elements. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/109760


University of Canterbury

24. Smith T. Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading.

Degree: 2017, University of Canterbury

 In the last decade, several tall timber buildings have been constructed in Europe, North America and Australasia. Often engineered wood products such as Cross Laminated… (more)

Subjects/Keywords: dowelled connections; ductility; LVL; CLT; PTV; seismic design; laminated veneer lumber; cross laminated timber; particle tracking velocimetry; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials; Field of Research::09 - Engineering::0912 - Materials Engineering::091210 - Timber, Pulp and Paper; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering

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APA (6th Edition):

T, S. (2017). Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/15523

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):

T, Smith. “Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading.” 2017. Thesis, University of Canterbury. Accessed July 22, 2019. http://hdl.handle.net/10092/15523.

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

MLA Handbook (7th Edition):

T, Smith. “Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading.” 2017. Web. 22 Jul 2019.

Vancouver:

T S. Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading. [Internet] [Thesis]. University of Canterbury; 2017. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10092/15523.

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

Council of Science Editors:

T S. Ductility of large-scale dowelled CLT connections under monotonic and cyclic loading. [Thesis]. University of Canterbury; 2017. Available from: http://hdl.handle.net/10092/15523

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


University of Canterbury

25. Nokes R. Application of Particle Tracking in Large Scale Timber Connection Testing.

Degree: 2018, University of Canterbury

 Particle Tracking Velocimetry (PTV) is a quantitative field measuring technique originally designed to track individual particles in fluid flows. In this study, PTV was applied… (more)

Subjects/Keywords: Particle Tracking Velocimetry; Digital Image Correlation; Mark Tracking Method; Timber Connections; Field of Research::09 - Engineering::0905 - Civil Engineering::090506 - Structural Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090504 - Earthquake Engineering; Field of Research::09 - Engineering::0905 - Civil Engineering::090503 - Construction Materials; Field of Research::12 - Built Environment and Design::1204 - Engineering Design; Field of Research::09 - Engineering::0912 - Materials Engineering::091210 - Timber, Pulp and Paper

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

APA (6th Edition):

R, N. (2018). Application of Particle Tracking in Large Scale Timber Connection Testing. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/16082

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):

R, Nokes. “Application of Particle Tracking in Large Scale Timber Connection Testing.” 2018. Thesis, University of Canterbury. Accessed July 22, 2019. http://hdl.handle.net/10092/16082.

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

MLA Handbook (7th Edition):

R, Nokes. “Application of Particle Tracking in Large Scale Timber Connection Testing.” 2018. Web. 22 Jul 2019.

Vancouver:

R N. Application of Particle Tracking in Large Scale Timber Connection Testing. [Internet] [Thesis]. University of Canterbury; 2018. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10092/16082.

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

Council of Science Editors:

R N. Application of Particle Tracking in Large Scale Timber Connection Testing. [Thesis]. University of Canterbury; 2018. Available from: http://hdl.handle.net/10092/16082

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


ETH Zürich

26. Wanninger, Flavio. Post-tensioned timber frame structures.

Degree: 2015, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); VORGESPANNTE VERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); TIMBER ENGINEERING (STRUCTURAL ENGINEERING); RAHMEN (BAUSTATIK); PRESTRESSED CONNECTIONS (STRUCTURAL CONNECTIONS); TIMBER STRUCTURES + WOODEN STRUCTURES (STRUCTURAL ELEMENTS); INGENIEURHOLZBAU (KONSTRUKTIVER INGENIEURBAU); HOLZTRAGWERKE + HOLZKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); FRAMES (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Wanninger, F. (2015). Post-tensioned timber frame structures. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/104964

Chicago Manual of Style (16th Edition):

Wanninger, Flavio. “Post-tensioned timber frame structures.” 2015. Doctoral Dissertation, ETH Zürich. Accessed July 22, 2019. http://hdl.handle.net/20.500.11850/104964.

MLA Handbook (7th Edition):

Wanninger, Flavio. “Post-tensioned timber frame structures.” 2015. Web. 22 Jul 2019.

Vancouver:

Wanninger F. Post-tensioned timber frame structures. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/20.500.11850/104964.

Council of Science Editors:

Wanninger F. Post-tensioned timber frame structures. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/104964

27. Verdret, Yassine. Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods.

Degree: Docteur es, Mécanique, 2016, Bordeaux

Ce mémoire présente les travaux de thèse visant à étudier le comportement parasismique des éléments de murs à ossature en bois aux travers d’approches expérimentales… (more)

Subjects/Keywords: Structures à ossature bois; Assemblages agrafés et pointés; Comportement parasismique; Essais statiques; Essais dynamiques sur table vibrante; Modélisation à l’échelle macro; Méthodes basées sur la performance sismique; Classes d’endommagement; Analyse de vulnérabilité; Light timber frame walls; Stapled and nailed connections; Seismic behavior; Static tests; Dynamic tests on a vibrating table; Seismic performance–based methods; Damages classes; Vulnerability analysis

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

APA (6th Edition):

Verdret, Y. (2016). Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods. (Doctoral Dissertation). Bordeaux. Retrieved from http://www.theses.fr/2016BORD0010

Chicago Manual of Style (16th Edition):

Verdret, Yassine. “Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods.” 2016. Doctoral Dissertation, Bordeaux. Accessed July 22, 2019. http://www.theses.fr/2016BORD0010.

MLA Handbook (7th Edition):

Verdret, Yassine. “Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods.” 2016. Web. 22 Jul 2019.

Vancouver:

Verdret Y. Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods. [Internet] [Doctoral dissertation]. Bordeaux; 2016. [cited 2019 Jul 22]. Available from: http://www.theses.fr/2016BORD0010.

Council of Science Editors:

Verdret Y. Analyse du comportement parasismique des murs à ossature bois : approches expérimentales et méthodes basées sur la performance sismique : Seismic behavior analysis of light timber frame walls : experimental approaches and seismic performance-based methods. [Doctoral Dissertation]. Bordeaux; 2016. Available from: http://www.theses.fr/2016BORD0010


ETH Zürich

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

Degree: 1998, ETH Zürich

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

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

APA (6th Edition):

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

Chicago Manual of Style (16th Edition):

Mischler, Adrian. “Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen.” 1998. Doctoral Dissertation, ETH Zürich. Accessed July 22, 2019. http://hdl.handle.net/20.500.11850/143557.

MLA Handbook (7th Edition):

Mischler, Adrian. “Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen.” 1998. Web. 22 Jul 2019.

Vancouver:

Mischler A. Bedeutung der Duktilität für das Tragverhalten von Stahl-Holz-Bolzenverbindungen. [Internet] [Doctoral dissertation]. ETH Zürich; 1998. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/20.500.11850/143557.

Council of Science Editors:

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

29. Σπιθάκης, Μύρων. Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις.

Degree: 2008, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Subjects/Keywords: Ξύλινες κατασκευές; Συνδέσεις ξύλου; Φέρουσα ικανότητα; Μονοτονική φόρτιση; Ανακυκλιζόμενη φόρτιση; Σεισμική συμπεριφορά; Βλάβες από σεισμό; Ενίσχυση συνδέσεων; Επισκευή σεισμικών βλαβών; Timber structures; Timber joints; Timber connections; Bearing capacity; Monotonic loading; Cyclic loading; Seismic behaviour; Seismic damages; Repair of seismic damages; Reinforcement of joints

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

APA (6th Edition):

Σπιθάκης, . . (2008). Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/17935

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):

Σπιθάκης, Μύρων. “Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις.” 2008. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed July 22, 2019. http://hdl.handle.net/10442/hedi/17935.

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

MLA Handbook (7th Edition):

Σπιθάκης, Μύρων. “Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις.” 2008. Web. 22 Jul 2019.

Vancouver:

Σπιθάκης . Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2008. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/10442/hedi/17935.

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

Council of Science Editors:

Σπιθάκης . Συμπεριφορά ξύλινων κατασκευών υπό σεισμικές δράσεις. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2008. Available from: http://hdl.handle.net/10442/hedi/17935

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


ETH Zürich

30. Klippel, Michael. Fire safety of bonded structural timber elements.

Degree: 2014, ETH Zürich

Subjects/Keywords: MULTI-LAYERED WOOD STRUCTURES (TIMBER CONSTRUCTION); FIRE-RESISTANT STRUCTURES (BUILDING PROTECTION); GLUED CONNECTIONS (STRUCTURAL CONNECTIONS); DICHTUNGSMATERIALIEN + KLEBSTOFFE (BAUSTOFFE); TEMPERATURE EFFECTS (STRUCTURAL ANALYSIS); MEHRSCHICHTIGE HOLZKONSTRUKTIONEN (HOLZBAU); TIMBER ENGINEERING (STRUCTURAL ENGINEERING); TEMPERATURWIRKUNG (BAUSTATIK); SEALING COMPOUNDS + ADHESIVES (BUILDING MATERIALS); FIRE BEHAVIOUR AND FIRE RESISTANCE OF BUILDING ELEMENTS AND MATERIALS (FIRE FIGHTING AND PROTECTION); FEUERBESTÄNDIGE TRAGWERKE (BAUTENSCHUTZ); INGENIEURHOLZBAU (KONSTRUKTIVER INGENIEURBAU); BRANDVERHALTEN UND FEUERFESTIGKEIT VON BAUSTOFFEN UND BAUMATERIALIEN (BRANDBEKÄMPFUNG UND BRANDSCHUTZ); KLEBEVERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/690; Engineering & allied operations; Buildings

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

APA (6th Edition):

Klippel, M. (2014). Fire safety of bonded structural timber elements. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/85091

Chicago Manual of Style (16th Edition):

Klippel, Michael. “Fire safety of bonded structural timber elements.” 2014. Doctoral Dissertation, ETH Zürich. Accessed July 22, 2019. http://hdl.handle.net/20.500.11850/85091.

MLA Handbook (7th Edition):

Klippel, Michael. “Fire safety of bonded structural timber elements.” 2014. Web. 22 Jul 2019.

Vancouver:

Klippel M. Fire safety of bonded structural timber elements. [Internet] [Doctoral dissertation]. ETH Zürich; 2014. [cited 2019 Jul 22]. Available from: http://hdl.handle.net/20.500.11850/85091.

Council of Science Editors:

Klippel M. Fire safety of bonded structural timber elements. [Doctoral Dissertation]. ETH Zürich; 2014. Available from: http://hdl.handle.net/20.500.11850/85091

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