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You searched for subject:(WOOD JOINTS TIMBER INDUSTRY ). Showing records 1 – 30 of 21291 total matches.

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1. 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 January 24, 2020. 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. 24 Jan 2020.

Vancouver:

Röjerås A. Projektering av takkonstruktioner med förindustriella träförband : beräkning och provning av hophuggningar. [Internet] [Thesis]. University of Gävle; 2019. [cited 2020 Jan 24]. 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


Virginia Tech

2. 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 January 24, 2020. 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. 24 Jan 2020.

Vancouver:

Shields LD. Investigation of Through-Tenon Keys on the Tensile Strength of Mortise and Tenon Joints. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Jan 24]. 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


ETH Zürich

3. 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 January 24, 2020. 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. 24 Jan 2020.

Vancouver:

Staudacher E. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. [Internet] [Doctoral dissertation]. ETH Zürich; 1936. [cited 2020 Jan 24]. 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


Virginia Tech

4. Kochkin, Vladimir G. Analysis and Testing of a Ready-to-Assemble Wood Framing System.

Degree: MS, Wood Science and Forest Products, 2000, Virginia Tech

 The concept of a ready-to-assemble kit fabricated in a factory and delivered to the customer is well known and commonly used by the furniture industry.… (more)

Subjects/Keywords: simplified wood construction; dowel; timber frame joints

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APA (6th Edition):

Kochkin, V. G. (2000). Analysis and Testing of a Ready-to-Assemble Wood Framing System. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35038

Chicago Manual of Style (16th Edition):

Kochkin, Vladimir G. “Analysis and Testing of a Ready-to-Assemble Wood Framing System.” 2000. Masters Thesis, Virginia Tech. Accessed January 24, 2020. http://hdl.handle.net/10919/35038.

MLA Handbook (7th Edition):

Kochkin, Vladimir G. “Analysis and Testing of a Ready-to-Assemble Wood Framing System.” 2000. Web. 24 Jan 2020.

Vancouver:

Kochkin VG. Analysis and Testing of a Ready-to-Assemble Wood Framing System. [Internet] [Masters thesis]. Virginia Tech; 2000. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10919/35038.

Council of Science Editors:

Kochkin VG. Analysis and Testing of a Ready-to-Assemble Wood Framing System. [Masters Thesis]. Virginia Tech; 2000. Available from: http://hdl.handle.net/10919/35038


Oregon State University

5. Loferski, Joseph R. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.

Degree: MS, Forest Products, 1980, Oregon State University

 Defining the inelastic behavior of nail joints is essential in the development of a rational design procedure of wood-stud walls. Prediction equations were developed for… (more)

Subjects/Keywords: Timber joints

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APA (6th Edition):

Loferski, J. R. (1980). Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/16656

Chicago Manual of Style (16th Edition):

Loferski, Joseph R. “Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.” 1980. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/16656.

MLA Handbook (7th Edition):

Loferski, Joseph R. “Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing.” 1980. Web. 24 Jan 2020.

Vancouver:

Loferski JR. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. [Internet] [Masters thesis]. Oregon State University; 1980. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/16656.

Council of Science Editors:

Loferski JR. Inelastic stiffness moduli for nail joints between wood studs and plywood sheathing. [Masters Thesis]. Oregon State University; 1980. Available from: http://hdl.handle.net/1957/16656


Oregon State University

6. Redlinger, Mark J., 1972-. Behavior of metal-plate-connected wood truss joints under wind and impact loads.

Degree: MS, Forest Products, 1998, Oregon State University

 The objective of this research is to understand the behavior of metal-plate- connected (MPC) joints by examining actual MPC truss heel and tension splice joints(more)

Subjects/Keywords: Timber joints

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APA (6th Edition):

Redlinger, Mark J., 1. (1998). Behavior of metal-plate-connected wood truss joints under wind and impact loads. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18429

Chicago Manual of Style (16th Edition):

Redlinger, Mark J., 1972-. “Behavior of metal-plate-connected wood truss joints under wind and impact loads.” 1998. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/18429.

MLA Handbook (7th Edition):

Redlinger, Mark J., 1972-. “Behavior of metal-plate-connected wood truss joints under wind and impact loads.” 1998. Web. 24 Jan 2020.

Vancouver:

Redlinger, Mark J. 1. Behavior of metal-plate-connected wood truss joints under wind and impact loads. [Internet] [Masters thesis]. Oregon State University; 1998. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/18429.

Council of Science Editors:

Redlinger, Mark J. 1. Behavior of metal-plate-connected wood truss joints under wind and impact loads. [Masters Thesis]. Oregon State University; 1998. Available from: http://hdl.handle.net/1957/18429


Brno University of Technology

7. Řeháček, Jakub. Výstavní pavilon .

Degree: 2015, Brno University of Technology

 Práce se zabývá návrhem a posouzením nosné konstrukce výstavního pavilonu na předměstí Brna. Konstrukce má tvar kopule vystavěné nad osmiúhelníkovým půdorysem s osmi příčnými výklenky.… (more)

Subjects/Keywords: dřevěná nosná konstrukce; kopule; pavilon; lepený vazník; rostlé dřevo; spoje; zatížení sněhem; zatížení větrem; timber load-bearing structural; doom; pavilion; laminated wood; solid wood; joints; snow load; wind load

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APA (6th Edition):

Řeháček, J. (2015). Výstavní pavilon . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37741

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):

Řeháček, Jakub. “Výstavní pavilon .” 2015. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/37741.

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

MLA Handbook (7th Edition):

Řeháček, Jakub. “Výstavní pavilon .” 2015. Web. 24 Jan 2020.

Vancouver:

Řeháček J. Výstavní pavilon . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/37741.

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

Council of Science Editors:

Řeháček J. Výstavní pavilon . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37741

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


Luleå University of Technology

8. Rebstock, Florian. A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis.

Degree: 2015, Luleå University of Technology

The problem of resource depletion and climate change are of great importance for both the general public and timber construction industries. Currently missing knowledge… (more)

Subjects/Keywords: Technology; CNC; robotic wood construction; timber engineering; wood joints; joint; prefabrication; digital image correlation; computer tomography; construction system; wikihouse; robotic manufacturing; Teknik

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

APA (6th Edition):

Rebstock, F. (2015). A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47446

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):

Rebstock, Florian. “A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis.” 2015. Thesis, Luleå University of Technology. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47446.

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

MLA Handbook (7th Edition):

Rebstock, Florian. “A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis.” 2015. Web. 24 Jan 2020.

Vancouver:

Rebstock F. A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis. [Internet] [Thesis]. Luleå University of Technology; 2015. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47446.

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

Council of Science Editors:

Rebstock F. A New concept to Join Members in Frame Construction with CNC-Fabricated Timber Beams and LVL Nodes : Strength Test and Failure Analysis. [Thesis]. Luleå University of Technology; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47446

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


Delft University of Technology

9. Timmer, S.G.C. Feasibility of Tall Timber Buildings:.

Degree: 2011, Delft University of Technology

 Advantages of timber as a building material are: small dead weight, good thermal characteristics and in some cases low overall building cost. Nature has created… (more)

Subjects/Keywords: tall buildings; timber; wood; firesafety

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APA (6th Edition):

Timmer, S. G. C. (2011). Feasibility of Tall Timber Buildings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:5da007ef-1021-46be-98ab-13284dba0505

Chicago Manual of Style (16th Edition):

Timmer, S G C. “Feasibility of Tall Timber Buildings:.” 2011. Masters Thesis, Delft University of Technology. Accessed January 24, 2020. http://resolver.tudelft.nl/uuid:5da007ef-1021-46be-98ab-13284dba0505.

MLA Handbook (7th Edition):

Timmer, S G C. “Feasibility of Tall Timber Buildings:.” 2011. Web. 24 Jan 2020.

Vancouver:

Timmer SGC. Feasibility of Tall Timber Buildings:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2020 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:5da007ef-1021-46be-98ab-13284dba0505.

Council of Science Editors:

Timmer SGC. Feasibility of Tall Timber Buildings:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:5da007ef-1021-46be-98ab-13284dba0505


Oregon State University

10. Atherton, Jon C. Model for the prediction of nail withdrawal stiffness.

Degree: MS, Forest Products, 1982, Oregon State University

 An important factor affecting the strength and ultimate load of wood structures is the strength, stiffness and durability of its joints. Therefore, the behavior of… (more)

Subjects/Keywords: Timber joints  – Testing

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APA (6th Edition):

Atherton, J. C. (1982). Model for the prediction of nail withdrawal stiffness. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/17023

Chicago Manual of Style (16th Edition):

Atherton, Jon C. “Model for the prediction of nail withdrawal stiffness.” 1982. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/17023.

MLA Handbook (7th Edition):

Atherton, Jon C. “Model for the prediction of nail withdrawal stiffness.” 1982. Web. 24 Jan 2020.

Vancouver:

Atherton JC. Model for the prediction of nail withdrawal stiffness. [Internet] [Masters thesis]. Oregon State University; 1982. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/17023.

Council of Science Editors:

Atherton JC. Model for the prediction of nail withdrawal stiffness. [Masters Thesis]. Oregon State University; 1982. Available from: http://hdl.handle.net/1957/17023


Oregon State University

11. Chou, Chun, 1956-. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.

Degree: PhD, the Forest Products, 1987, Oregon State University

 Nailed joints between sheathing and framing in light-frame wood buildings play a vital role in assuring structural safety by providing the stiffness needed to transfer… (more)

Subjects/Keywords: Timber joints  – Fatigue

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APA (6th Edition):

Chou, Chun, 1. (1987). Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18116

Chicago Manual of Style (16th Edition):

Chou, Chun, 1956-. “Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.” 1987. Doctoral Dissertation, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/18116.

MLA Handbook (7th Edition):

Chou, Chun, 1956-. “Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood.” 1987. Web. 24 Jan 2020.

Vancouver:

Chou, Chun 1. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. [Internet] [Doctoral dissertation]. Oregon State University; 1987. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/18116.

Council of Science Editors:

Chou, Chun 1. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood. [Doctoral Dissertation]. Oregon State University; 1987. Available from: http://hdl.handle.net/1957/18116


Oregon State University

12. Fantozzi, Jeffrey A. Tensile failure characteristics of bolted wood joints subjected to bending moments.

Degree: MS, Forest Products, 1988, Oregon State University

 Traditionally, bolted joints have been designed to carry unidirectional loads. We have little knowledge about the effects of combined loading on the failure characteristics of… (more)

Subjects/Keywords: Timber joints  – Fatigue

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APA (6th Edition):

Fantozzi, J. A. (1988). Tensile failure characteristics of bolted wood joints subjected to bending moments. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/18117

Chicago Manual of Style (16th Edition):

Fantozzi, Jeffrey A. “Tensile failure characteristics of bolted wood joints subjected to bending moments.” 1988. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/18117.

MLA Handbook (7th Edition):

Fantozzi, Jeffrey A. “Tensile failure characteristics of bolted wood joints subjected to bending moments.” 1988. Web. 24 Jan 2020.

Vancouver:

Fantozzi JA. Tensile failure characteristics of bolted wood joints subjected to bending moments. [Internet] [Masters thesis]. Oregon State University; 1988. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/18117.

Council of Science Editors:

Fantozzi JA. Tensile failure characteristics of bolted wood joints subjected to bending moments. [Masters Thesis]. Oregon State University; 1988. Available from: http://hdl.handle.net/1957/18117


Universidade Nova

13. Magina, Miguel Jorge. Historic timber roof structures.

Degree: 2013, Universidade Nova

Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Estruturas e Geotecnia

This dissertation covers the study of historic timber roof structures in… (more)

Subjects/Keywords: Historic roofs; Timber structures; Timber elements joints; Historic structures; Transylvania roofs

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APA (6th Edition):

Magina, M. J. (2013). Historic timber roof structures. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/11912

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):

Magina, Miguel Jorge. “Historic timber roof structures.” 2013. Thesis, Universidade Nova. Accessed January 24, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/11912.

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

MLA Handbook (7th Edition):

Magina, Miguel Jorge. “Historic timber roof structures.” 2013. Web. 24 Jan 2020.

Vancouver:

Magina MJ. Historic timber roof structures. [Internet] [Thesis]. Universidade Nova; 2013. [cited 2020 Jan 24]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/11912.

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

Council of Science Editors:

Magina MJ. Historic timber roof structures. [Thesis]. Universidade Nova; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/11912

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

14. Aslan, Jiyan. Jointed timber column with glue or nails.

Degree: The Institute of Technology, 2016, Linköping UniversityLinköping University

  På en byggarbetsplats kan man ibland behöva sammansätta två eller flera träkomponenter till en träkomponent med rätt dimension. Det sker oftast genom spikning men… (more)

Subjects/Keywords: Träförband; Spikförband; limförband; Träpelare; Eurokod 5; Timber joints; Nailed joints; Glued joints; Timber columns; Eurocode 5; Building Technologies; Husbyggnad

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APA (6th Edition):

Aslan, J. (2016). Jointed timber column with glue or nails. (Thesis). Linköping UniversityLinköping University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-131980

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):

Aslan, Jiyan. “Jointed timber column with glue or nails.” 2016. Thesis, Linköping UniversityLinköping University. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-131980.

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

MLA Handbook (7th Edition):

Aslan, Jiyan. “Jointed timber column with glue or nails.” 2016. Web. 24 Jan 2020.

Vancouver:

Aslan J. Jointed timber column with glue or nails. [Internet] [Thesis]. Linköping UniversityLinköping University; 2016. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-131980.

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

Council of Science Editors:

Aslan J. Jointed timber column with glue or nails. [Thesis]. Linköping UniversityLinköping University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-131980

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


Oregon State University

15. Blank, Curtis. Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels.

Degree: MS, Civil Engineering, 2016, Oregon State University

 This project determines the short term and long term effective stiffness values for Cross Laminated Timber (CLT) with a reinforced concrete topping. The reinforced concrete… (more)

Subjects/Keywords: Cross Laminated Timber; Laminated wood  – Testing

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APA (6th Edition):

Blank, C. (2016). Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59906

Chicago Manual of Style (16th Edition):

Blank, Curtis. “Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels.” 2016. Masters Thesis, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/59906.

MLA Handbook (7th Edition):

Blank, Curtis. “Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels.” 2016. Web. 24 Jan 2020.

Vancouver:

Blank C. Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/59906.

Council of Science Editors:

Blank C. Performance Based Tests on Cross Laminated Timber - Concrete Composite Floor Panels. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59906

16. Turesson, Jonas. Diagonal compression of Cross-Laminated Timber.

Degree: Wood Science and Engineering, 2016, Luleå University of Technology

  Twelve blocks of Cross Laminated Timber (CLT) were built, tested and simulated. Three types of blocks with different laminate directions in the middle/second layers… (more)

Subjects/Keywords: Cross-Laminater Timber; clt; Wood Science; Trävetenskap

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APA (6th Edition):

Turesson, J. (2016). Diagonal compression of Cross-Laminated Timber. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59699

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):

Turesson, Jonas. “Diagonal compression of Cross-Laminated Timber.” 2016. Thesis, Luleå University of Technology. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59699.

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

MLA Handbook (7th Edition):

Turesson, Jonas. “Diagonal compression of Cross-Laminated Timber.” 2016. Web. 24 Jan 2020.

Vancouver:

Turesson J. Diagonal compression of Cross-Laminated Timber. [Internet] [Thesis]. Luleå University of Technology; 2016. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59699.

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

Council of Science Editors:

Turesson J. Diagonal compression of Cross-Laminated Timber. [Thesis]. Luleå University of Technology; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-59699

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


University of Minnesota

17. Laguarda Mallo, Maria Fernanda. Awareness, perceptions and willingness to adopt cross-laminated timber in the United States.

Degree: MS, Bioproducts/Biosystems Science Engineering and Management, 2014, University of Minnesota

 One of the most recent innovations in Engineered Wood Products is Cross-Laminated Timber (CLT). The system is based on the use of multi-layered panels made… (more)

Subjects/Keywords: Cross-Laminated Timber; Engineered Wood Products; Massive Timber; Sustainable Buildings; Wood-based Construction

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

APA (6th Edition):

Laguarda Mallo, M. F. (2014). Awareness, perceptions and willingness to adopt cross-laminated timber in the United States. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/165560

Chicago Manual of Style (16th Edition):

Laguarda Mallo, Maria Fernanda. “Awareness, perceptions and willingness to adopt cross-laminated timber in the United States.” 2014. Masters Thesis, University of Minnesota. Accessed January 24, 2020. http://hdl.handle.net/11299/165560.

MLA Handbook (7th Edition):

Laguarda Mallo, Maria Fernanda. “Awareness, perceptions and willingness to adopt cross-laminated timber in the United States.” 2014. Web. 24 Jan 2020.

Vancouver:

Laguarda Mallo MF. Awareness, perceptions and willingness to adopt cross-laminated timber in the United States. [Internet] [Masters thesis]. University of Minnesota; 2014. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11299/165560.

Council of Science Editors:

Laguarda Mallo MF. Awareness, perceptions and willingness to adopt cross-laminated timber in the United States. [Masters Thesis]. University of Minnesota; 2014. Available from: http://hdl.handle.net/11299/165560


Linnaeus University

18. Wickström, David. Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume.

Degree: Forestry and Wood Technology, 2018, Linnaeus University

The progression of wood processing in Swedish saw mills is growing in a rapid pace which pushes internal resources to the limit. This calls… (more)

Subjects/Keywords: wood production industry; logistics; timber yard; sawmill; case study; productivity; trä produktions industri; logistik; timmerplan; sågverk; fallstudie; produktivitet; Engineering and Technology; Teknik och teknologier

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APA (6th Edition):

Wickström, D. (2018). Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-75319

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):

Wickström, David. “Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume.” 2018. Thesis, Linnaeus University. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-75319.

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

MLA Handbook (7th Edition):

Wickström, David. “Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume.” 2018. Web. 24 Jan 2020.

Vancouver:

Wickström D. Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume. [Internet] [Thesis]. Linnaeus University; 2018. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-75319.

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

Council of Science Editors:

Wickström D. Logistical timber yard optimization and customization : A case study of beneficial changes to industrial flow, capacity and volume. [Thesis]. Linnaeus University; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-75319

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


ETH Zürich

19. Bariska, Mihàly. Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz.

Degree: 1966, ETH Zürich

Subjects/Keywords: BUCHENHOLZ (HOLZINDUSTRIE); HOLZIMPRÄGNIERUNG (HOLZINDUSTRIE); PECH + TEER (BRENNSTOFFTECHNOLOGIE); BEECH WOOD (TIMBER INDUSTRY); WOOD IMPREGNATION (TIMBER INDUSTRY); PITCH + TAR (FUEL TECHNOLOGY); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Bariska, M. (1966). Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/132245

Chicago Manual of Style (16th Edition):

Bariska, Mihàly. “Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz.” 1966. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/132245.

MLA Handbook (7th Edition):

Bariska, Mihàly. “Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz.” 1966. Web. 24 Jan 2020.

Vancouver:

Bariska M. Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz. [Internet] [Doctoral dissertation]. ETH Zürich; 1966. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/132245.

Council of Science Editors:

Bariska M. Über den Einfluss der Teerölimprägnierung auf das Schwindverhalten von Buchenholz. [Doctoral Dissertation]. ETH Zürich; 1966. Available from: http://hdl.handle.net/20.500.11850/132245


Texas A&M University

20. Burk, Allan Gerard. Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades.

Degree: MS, agricultural engineering, 2012, Texas A&M University

Subjects/Keywords: agricultural engineering.; Major agricultural engineering.; Laminated wood - Testing - Mathematical models.; Timber joints - Reliability - Testing.; Douglas fir.

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APA (6th Edition):

Burk, A. G. (2012). Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1988-THESIS-B959

Chicago Manual of Style (16th Edition):

Burk, Allan Gerard. “Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades.” 2012. Masters Thesis, Texas A&M University. Accessed January 24, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-1988-THESIS-B959.

MLA Handbook (7th Edition):

Burk, Allan Gerard. “Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades.” 2012. Web. 24 Jan 2020.

Vancouver:

Burk AG. Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1988-THESIS-B959.

Council of Science Editors:

Burk AG. Reliability models for finger joint strength and stiffness properties in Douglas-fir visual laminating grades. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1988-THESIS-B959

21. Mann, Robin. Limmade träförband.

Degree: Building Technology and Design, 2014, KTH

Utvecklingen av förbandsmetoder är viktigt för att utveckla konstruktionslösningar. Under det senaste decenniet har forskning på limmade förband utförts, främst på inlimning av stålstag… (more)

Subjects/Keywords: timber joints; hubs in wood; stress distribution; glued hubs; limmade träförband; gummimembran; knutpunkter i trä

…Rubber Foil Timber Joints (Danielsson & Björnsson, 2005) och han är en ständigt… …ANALYSIS OF GLUED RUBBER FOIL TIMBER JOINTS (DANIELSSON & BJÖRNSSON, 2005) År 2005 så… …STEEL AND TIMBER ? Som en del av ett större projekt, Wood Material Science and Engineering… …brottgräns enligt testvärden ur Tests of Full Size Rubber Foil Adhesive Joints (Gustafsson… …försöken i rapporten Tests of Full Size Rubber Foil Adhesive Joints (Gustafsson, 2007)… 

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APA (6th Edition):

Mann, R. (2014). Limmade träförband. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147331

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):

Mann, Robin. “Limmade träförband.” 2014. Thesis, KTH. Accessed January 24, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147331.

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

MLA Handbook (7th Edition):

Mann, Robin. “Limmade träförband.” 2014. Web. 24 Jan 2020.

Vancouver:

Mann R. Limmade träförband. [Internet] [Thesis]. KTH; 2014. [cited 2020 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147331.

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

Council of Science Editors:

Mann R. Limmade träförband. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147331

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


Virginia Tech

22. Grieve, Alexander Joseph. Street Trees as a Source of Timber in Washington, DC.

Degree: MS, Forestry, 2017, Virginia Tech

 Recycling felled urban trees that are hazardous or unhealthy is increasingly viewed as a viable practice to control disposal costs, promote environmental practices, and support… (more)

Subjects/Keywords: arboriculture; factory logs; timber grading; urban forestry; urban wood waste; wood products; wood reclamation

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APA (6th Edition):

Grieve, A. J. (2017). Street Trees as a Source of Timber in Washington, DC. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/84158

Chicago Manual of Style (16th Edition):

Grieve, Alexander Joseph. “Street Trees as a Source of Timber in Washington, DC.” 2017. Masters Thesis, Virginia Tech. Accessed January 24, 2020. http://hdl.handle.net/10919/84158.

MLA Handbook (7th Edition):

Grieve, Alexander Joseph. “Street Trees as a Source of Timber in Washington, DC.” 2017. Web. 24 Jan 2020.

Vancouver:

Grieve AJ. Street Trees as a Source of Timber in Washington, DC. [Internet] [Masters thesis]. Virginia Tech; 2017. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/10919/84158.

Council of Science Editors:

Grieve AJ. Street Trees as a Source of Timber in Washington, DC. [Masters Thesis]. Virginia Tech; 2017. Available from: http://hdl.handle.net/10919/84158


Brno University of Technology

23. Řihák, Pavel. Stavebně technologický projekt pavlačového domu v České Třebové .

Degree: 2015, Brno University of Technology

 Diplomová práce je zaměřená na stavebně technologický projekt pavlačového domu v České Třebové. Projekt obsahuje veškeré náležitosti stavebně technologického projektu, které lze použít pro realizaci… (more)

Subjects/Keywords: Pavlačový dům; dřevostavba; novostavba; ochrana dřeva; biotičtí škůdci; tesařské spoje; lepené hranoly; lamelové dřevo; harmonogram; zařízení staveniště; kontrolní a zkušební plán; BOZP; technická zpráva; technologický předpis; nasazení strojů.; Balcony house; timber; wood protection; biotičtí pests; carpentry joints; glued beams; laminated wood; schedule; site; inspection and test plan; health and safety; technical report; technological prescription; the use of machines.

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APA (6th Edition):

Řihák, P. (2015). Stavebně technologický projekt pavlačového domu v České Třebové . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38003

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):

Řihák, Pavel. “Stavebně technologický projekt pavlačového domu v České Třebové .” 2015. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/38003.

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

MLA Handbook (7th Edition):

Řihák, Pavel. “Stavebně technologický projekt pavlačového domu v České Třebové .” 2015. Web. 24 Jan 2020.

Vancouver:

Řihák P. Stavebně technologický projekt pavlačového domu v České Třebové . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/38003.

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

Council of Science Editors:

Řihák P. Stavebně technologický projekt pavlačového domu v České Třebové . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/38003

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


University of Hong Kong

24. Yang, Jiaqi. Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames.

Degree: PhD, 2013, University of Hong Kong

Timber has been a widely used construction material throughout the history of human development and it is still popular to this day. Timber frames are… (more)

Subjects/Keywords: Timber joints; Earthquake resistant design; Wooden-frame buildings

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APA (6th Edition):

Yang, J. (2013). Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. (Doctoral Dissertation). University of Hong Kong. Retrieved from Yang, J. [楊家琦]. (2013). Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153720 ; http://dx.doi.org/10.5353/th_b5153720 ; http://hdl.handle.net/10722/195963

Chicago Manual of Style (16th Edition):

Yang, Jiaqi. “Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed January 24, 2020. Yang, J. [楊家琦]. (2013). Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153720 ; http://dx.doi.org/10.5353/th_b5153720 ; http://hdl.handle.net/10722/195963.

MLA Handbook (7th Edition):

Yang, Jiaqi. “Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames.” 2013. Web. 24 Jan 2020.

Vancouver:

Yang J. Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Jan 24]. Available from: Yang, J. [楊家琦]. (2013). Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153720 ; http://dx.doi.org/10.5353/th_b5153720 ; http://hdl.handle.net/10722/195963.

Council of Science Editors:

Yang J. Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Yang, J. [楊家琦]. (2013). Influence of strengthening and repair schemes on dowel type timber joints and moment resisting frames. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153720 ; http://dx.doi.org/10.5353/th_b5153720 ; http://hdl.handle.net/10722/195963


Oregon State University

25. Jang, Sangsik. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.

Degree: PhD, Forest Products, 1986, Oregon State University

 To apply accurate procedures of structural analysis that are now available, the behavior of nailed joints in light-frame wood buildings under long-term loads needs to… (more)

Subjects/Keywords: Timber joints  – Fatigue  – Mathematical models

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APA (6th Edition):

Jang, S. (1986). Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/18032

Chicago Manual of Style (16th Edition):

Jang, Sangsik. “Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.” 1986. Doctoral Dissertation, Oregon State University. Accessed January 24, 2020. http://hdl.handle.net/1957/18032.

MLA Handbook (7th Edition):

Jang, Sangsik. “Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood.” 1986. Web. 24 Jan 2020.

Vancouver:

Jang S. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. [Internet] [Doctoral dissertation]. Oregon State University; 1986. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/1957/18032.

Council of Science Editors:

Jang S. Prediction models for creep behavior of nailed joints between Douglas-fir lumber and plywood. [Doctoral Dissertation]. Oregon State University; 1986. Available from: http://hdl.handle.net/1957/18032


ETH Zürich

26. Futó, László Pál. Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen.

Degree: 1963, ETH Zürich

Subjects/Keywords: LAGENHOLZ + MEHRSCHICHT-HOLZPLATTEN (HOLZINDUSTRIE); MIKROTECHNIK; LAMINATED WOOD + MULITLAYER WOOD PANELS (TIMBER INDUSTRY); MICROTECHNOLOGY; info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Futó, L. P. (1963). Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/137714

Chicago Manual of Style (16th Edition):

Futó, László Pál. “Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen.” 1963. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/137714.

MLA Handbook (7th Edition):

Futó, László Pál. “Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen.” 1963. Web. 24 Jan 2020.

Vancouver:

Futó LP. Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen. [Internet] [Doctoral dissertation]. ETH Zürich; 1963. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/137714.

Council of Science Editors:

Futó LP. Zur Mikrotechnologie der Beschichtung und Verleimung von Sperrholz mit Phenolharzen. [Doctoral Dissertation]. ETH Zürich; 1963. Available from: http://hdl.handle.net/20.500.11850/137714


ETH Zürich

27. Skyba, Oleksandr. Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood.

Degree: 2008, ETH Zürich

Subjects/Keywords: HOLZKONSERVIERUNG (FORSTERZEUGNISSE); PHYSIKALISCHE HOLZBEHANDLUNG, DRUCKBEHANDLUNG, ETC. (HOLZINDUSTRIE); FICHTENHOLZ (HOLZINDUSTRIE); BUCHENHOLZ (HOLZINDUSTRIE); MIKROBIELLER HOLZABBAU (FORSTERZEUGNISSE); HOLZEIGENSCHAFTEN + HOLZPRÜFUNG (HOLZINDUSTRIE); TIMBER PRESERVATION (FOREST PRODUCTS); PHYSICAL WOOD TREATMENT, PRESSURE TREATMENT, ETC. (TIMBER INDUSTRY); SPRUCE WOOD (TIMBER INDUSTRY); BEECH WOOD (TIMBER INDUSTRY); MICROBIAL WOOD DEGRADATION (FOREST PRODUCTS); WOOD PROPERTIES + WOOD TESTING (TIMBER INDUSTRY); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Skyba, O. (2008). Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/150676

Chicago Manual of Style (16th Edition):

Skyba, Oleksandr. “Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood.” 2008. Doctoral Dissertation, ETH Zürich. Accessed January 24, 2020. http://hdl.handle.net/20.500.11850/150676.

MLA Handbook (7th Edition):

Skyba, Oleksandr. “Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood.” 2008. Web. 24 Jan 2020.

Vancouver:

Skyba O. Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood. [Internet] [Doctoral dissertation]. ETH Zürich; 2008. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/20.500.11850/150676.

Council of Science Editors:

Skyba O. Durability and physical properties of thermo-hygro-mechanically (THM)-densified wood. [Doctoral Dissertation]. ETH Zürich; 2008. Available from: http://hdl.handle.net/20.500.11850/150676


University of Minnesota

28. Laguarda Mallo, Maria. Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT.

Degree: PhD, Bioproducts/Biosystems Science Engineering and Management, 2017, University of Minnesota

 Cross-Laminated Timber (CLT), has increased the possibilities of building with wood. CLT consists of multi-layer panels, manufactured with lumber boards that are glued together, alternating… (more)

Subjects/Keywords: Adoption; Cross-Laminated Timber (CLT); Engineered Wood Products (EWPs); Innovation; Massive Timber; Sustainable Buildings

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APA (6th Edition):

Laguarda Mallo, M. (2017). Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/192664

Chicago Manual of Style (16th Edition):

Laguarda Mallo, Maria. “Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT.” 2017. Doctoral Dissertation, University of Minnesota. Accessed January 24, 2020. http://hdl.handle.net/11299/192664.

MLA Handbook (7th Edition):

Laguarda Mallo, Maria. “Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT.” 2017. Web. 24 Jan 2020.

Vancouver:

Laguarda Mallo M. Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT. [Internet] [Doctoral dissertation]. University of Minnesota; 2017. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11299/192664.

Council of Science Editors:

Laguarda Mallo M. Critical Factors in the Willingness to Adopt Innovative Wood-based Building Materials in the Construction Industry: The Case of CLT. [Doctoral Dissertation]. University of Minnesota; 2017. Available from: http://hdl.handle.net/11299/192664


University of Maine

29. Willey, Nicholas Matthew. Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber.

Degree: MS, Civil Engineering, 2016, University of Maine

  The objective of this research was to conduct a technical assessment of the engineering properties of cross-laminated timber (CLT) made from local Northeastern lumber,… (more)

Subjects/Keywords: CLT; cross laminated timber; wood engineering; laminated strand lumber; composite laminate; mass timber; Civil Engineering

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

APA (6th Edition):

Willey, N. M. (2016). Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber. (Masters Thesis). University of Maine. Retrieved from https://digitalcommons.library.umaine.edu/etd/2453

Chicago Manual of Style (16th Edition):

Willey, Nicholas Matthew. “Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber.” 2016. Masters Thesis, University of Maine. Accessed January 24, 2020. https://digitalcommons.library.umaine.edu/etd/2453.

MLA Handbook (7th Edition):

Willey, Nicholas Matthew. “Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber.” 2016. Web. 24 Jan 2020.

Vancouver:

Willey NM. Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber. [Internet] [Masters thesis]. University of Maine; 2016. [cited 2020 Jan 24]. Available from: https://digitalcommons.library.umaine.edu/etd/2453.

Council of Science Editors:

Willey NM. Integrating Laminated Strand Lumber and Lumber From Northeastern U.S. Forests Into Cross-Laminated Timber. [Masters Thesis]. University of Maine; 2016. Available from: https://digitalcommons.library.umaine.edu/etd/2453


Brno University of Technology

30. Lojda, Martin. Ekonomická studie využití mobilní pásové pily v podmínkách ČR .

Degree: 2009, Brno University of Technology

 Diplomová práce je zaměřena na možností použití mobilních pásových pil. V práci je prováděna ekonomická analýza využití mobilní pásové pily pro zpracování dřeva. Dále práce… (more)

Subjects/Keywords: Výroba řeziva; pásová pila; cena; těžba dřeva; pilařské zpracování; technologický tok; dřevařský průmysl.; Timber production; band saw; price; wood-working industry; sawmill processing; technological flow; wood industry.

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

APA (6th Edition):

Lojda, M. (2009). Ekonomická studie využití mobilní pásové pily v podmínkách ČR . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/3876

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):

Lojda, Martin. “Ekonomická studie využití mobilní pásové pily v podmínkách ČR .” 2009. Thesis, Brno University of Technology. Accessed January 24, 2020. http://hdl.handle.net/11012/3876.

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

MLA Handbook (7th Edition):

Lojda, Martin. “Ekonomická studie využití mobilní pásové pily v podmínkách ČR .” 2009. Web. 24 Jan 2020.

Vancouver:

Lojda M. Ekonomická studie využití mobilní pásové pily v podmínkách ČR . [Internet] [Thesis]. Brno University of Technology; 2009. [cited 2020 Jan 24]. Available from: http://hdl.handle.net/11012/3876.

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

Council of Science Editors:

Lojda M. Ekonomická studie využití mobilní pásové pily v podmínkách ČR . [Thesis]. Brno University of Technology; 2009. Available from: http://hdl.handle.net/11012/3876

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

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