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You searched for subject:(steel frame). Showing records 1 – 30 of 209 total matches.

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Penn State University

1. Murphy, Shane David. Skewed Steel Bridge Cross-frame Response to Truck Loading.

Degree: MS, Civil Engineering, 2012, Penn State University

 Cross-frame members in highly skewed steel bridges experience increased load levels compared to straight bridges. Research has confirmed this under both construction and live loading,… (more)

Subjects/Keywords: Steel Bridge; Skew; Cross-frame; Parapet

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APA (6th Edition):

Murphy, S. D. (2012). Skewed Steel Bridge Cross-frame Response to Truck Loading. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/15168

Chicago Manual of Style (16th Edition):

Murphy, Shane David. “Skewed Steel Bridge Cross-frame Response to Truck Loading.” 2012. Masters Thesis, Penn State University. Accessed November 22, 2019. https://etda.libraries.psu.edu/catalog/15168.

MLA Handbook (7th Edition):

Murphy, Shane David. “Skewed Steel Bridge Cross-frame Response to Truck Loading.” 2012. Web. 22 Nov 2019.

Vancouver:

Murphy SD. Skewed Steel Bridge Cross-frame Response to Truck Loading. [Internet] [Masters thesis]. Penn State University; 2012. [cited 2019 Nov 22]. Available from: https://etda.libraries.psu.edu/catalog/15168.

Council of Science Editors:

Murphy SD. Skewed Steel Bridge Cross-frame Response to Truck Loading. [Masters Thesis]. Penn State University; 2012. Available from: https://etda.libraries.psu.edu/catalog/15168


Queensland University of Technology

2. Gunawan, Leonardus. Numerical models to simulate the thermal performance of LSF wall panels.

Degree: 2011, Queensland University of Technology

 Fire safety of buildings has been recognised as very important by the building industry and the community at large. Gypsum plasterboards are widely used to… (more)

Subjects/Keywords: light gauge cold-formed steel frame structures

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APA (6th Edition):

Gunawan, L. (2011). Numerical models to simulate the thermal performance of LSF wall panels. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/49856/

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):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Thesis, Queensland University of Technology. Accessed November 22, 2019. https://eprints.qut.edu.au/49856/.

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

MLA Handbook (7th Edition):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Web. 22 Nov 2019.

Vancouver:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2019 Nov 22]. Available from: https://eprints.qut.edu.au/49856/.

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

Council of Science Editors:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/49856/

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


San Jose State University

3. Block, Randall. Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls.

Degree: MS, Engineering, 2019, San Jose State University

  Metal wood-connection hardware straps are sometimes installed in ways not intended by the manufacturers; in particular, a shear-wall anchor strap which was manufactured to… (more)

Subjects/Keywords: steel strap connectors; wood frame structures

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APA (6th Edition):

Block, R. (2019). Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls. (Masters Thesis). San Jose State University. Retrieved from https://scholarworks.sjsu.edu/etd_theses/5026

Chicago Manual of Style (16th Edition):

Block, Randall. “Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls.” 2019. Masters Thesis, San Jose State University. Accessed November 22, 2019. https://scholarworks.sjsu.edu/etd_theses/5026.

MLA Handbook (7th Edition):

Block, Randall. “Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls.” 2019. Web. 22 Nov 2019.

Vancouver:

Block R. Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls. [Internet] [Masters thesis]. San Jose State University; 2019. [cited 2019 Nov 22]. Available from: https://scholarworks.sjsu.edu/etd_theses/5026.

Council of Science Editors:

Block R. Monotonic Testing of Steel Anchor Straps for Alternative Installation Methods in Wood Frame Shear Walls. [Masters Thesis]. San Jose State University; 2019. Available from: https://scholarworks.sjsu.edu/etd_theses/5026


Texas A&M University

4. Appavuravther, Elif Tuba. Stability of a Four Story Steel Frame Building under Seismic Loading.

Degree: 2016, Texas A&M University

 Progressive collapse and seismic resistance are separate topics that have many examples in the literature. However, because both of these events occur rarely, there are… (more)

Subjects/Keywords: Structural stability; Collapse resistance; Seismic Resistance; Steel Structure; Moment Frame; Steel Frame Building

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APA (6th Edition):

Appavuravther, E. T. (2016). Stability of a Four Story Steel Frame Building under Seismic Loading. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158948

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):

Appavuravther, Elif Tuba. “Stability of a Four Story Steel Frame Building under Seismic Loading.” 2016. Thesis, Texas A&M University. Accessed November 22, 2019. http://hdl.handle.net/1969.1/158948.

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

MLA Handbook (7th Edition):

Appavuravther, Elif Tuba. “Stability of a Four Story Steel Frame Building under Seismic Loading.” 2016. Web. 22 Nov 2019.

Vancouver:

Appavuravther ET. Stability of a Four Story Steel Frame Building under Seismic Loading. [Internet] [Thesis]. Texas A&M University; 2016. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/1969.1/158948.

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

Council of Science Editors:

Appavuravther ET. Stability of a Four Story Steel Frame Building under Seismic Loading. [Thesis]. Texas A&M University; 2016. Available from: http://hdl.handle.net/1969.1/158948

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


University of Notre Dame

5. Patrick Murren. Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>.

Degree: MSin Civil Engineering, Civil Engineering and Geological Sciences, 2011, University of Notre Dame

  This thesis details the development and implementation of a novel design-driven harmony search (DDHS), derived from the recently introduced harmony search algorithm, in a… (more)

Subjects/Keywords: structural optimization; steel frame optimization; steel design; harmony search

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APA (6th Edition):

Murren, P. (2011). Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>. (Masters Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/sn009w05j0c

Chicago Manual of Style (16th Edition):

Murren, Patrick. “Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>.” 2011. Masters Thesis, University of Notre Dame. Accessed November 22, 2019. https://curate.nd.edu/show/sn009w05j0c.

MLA Handbook (7th Edition):

Murren, Patrick. “Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>.” 2011. Web. 22 Nov 2019.

Vancouver:

Murren P. Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>. [Internet] [Masters thesis]. University of Notre Dame; 2011. [cited 2019 Nov 22]. Available from: https://curate.nd.edu/show/sn009w05j0c.

Council of Science Editors:

Murren P. Development and Implementation of a Design-Driven Harmony Search Algorithm in Steel Frame Optimization</h1>. [Masters Thesis]. University of Notre Dame; 2011. Available from: https://curate.nd.edu/show/sn009w05j0c


Southern Illinois University

6. Poudel, Sanchit. EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS.

Degree: MS, Civil Engineering, 2015, Southern Illinois University

  It was not thought that there would be some major flaws in the design of widely used steel moment frames until the Northridge Earthquake… (more)

Subjects/Keywords: Composite slab frame; Ductility; Reduced beam section; Steel moment frame; Stiffness; Strength

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APA (6th Edition):

Poudel, S. (2015). EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS. (Masters Thesis). Southern Illinois University. Retrieved from http://opensiuc.lib.siu.edu/theses/1798

Chicago Manual of Style (16th Edition):

Poudel, Sanchit. “EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS.” 2015. Masters Thesis, Southern Illinois University. Accessed November 22, 2019. http://opensiuc.lib.siu.edu/theses/1798.

MLA Handbook (7th Edition):

Poudel, Sanchit. “EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS.” 2015. Web. 22 Nov 2019.

Vancouver:

Poudel S. EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS. [Internet] [Masters thesis]. Southern Illinois University; 2015. [cited 2019 Nov 22]. Available from: http://opensiuc.lib.siu.edu/theses/1798.

Council of Science Editors:

Poudel S. EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS. [Masters Thesis]. Southern Illinois University; 2015. Available from: http://opensiuc.lib.siu.edu/theses/1798


Texas A&M University

7. Ngo, Thanh Tat. Optimal Panel Zone Participation in Steel Moment Frames.

Degree: 2014, Texas A&M University

 This work investigates the role of panel zones in the seismic response of buildings using steel moment frames. To address this debated matter requires well-developed… (more)

Subjects/Keywords: Frame Element; Local Buckling; Steel Frame Connection Model; Panel Zone Model; Steel Moment Frames; Seismic Performance; Collapse Margin Ratio

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APA (6th Edition):

Ngo, T. T. (2014). Optimal Panel Zone Participation in Steel Moment Frames. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152471

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):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Thesis, Texas A&M University. Accessed November 22, 2019. http://hdl.handle.net/1969.1/152471.

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

MLA Handbook (7th Edition):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Web. 22 Nov 2019.

Vancouver:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/1969.1/152471.

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

Council of Science Editors:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152471

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

8. Higaki, Bruno Eizo. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.

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

As vigas mistas de aço e concreto são elementos estruturais que resultam da associação de um perfil de aço laminado, formado a frio ou soldado,… (more)

Subjects/Keywords: Composite structures; Estrutura de aço; Estrutura mista; Frame; Pórtico; Steel structures

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APA (6th Edition):

Higaki, B. E. (2009). Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;

Chicago Manual of Style (16th Edition):

Higaki, Bruno Eizo. “Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.” 2009. Masters Thesis, University of São Paulo. Accessed November 22, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;.

MLA Handbook (7th Edition):

Higaki, Bruno Eizo. “Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.” 2009. Web. 22 Nov 2019.

Vancouver:

Higaki BE. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2019 Nov 22]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;.

Council of Science Editors:

Higaki BE. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;

9. Marcos, Micheline Helen Cot. Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM.

Degree: PhD, Tecnologia da Arquitetura, 2015, University of São Paulo

O setor da construção civil é responsável por uma parcela significativa do consumo de recursos naturais, incluindo energia, emissão de CO2, água e materiais de… (more)

Subjects/Keywords: BIM; Environmental; Impactos ambientais; Sistemas construtivos; Steel frame; Tecnologia da informação

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APA (6th Edition):

Marcos, M. H. C. (2015). Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/16/16132/tde-15072015-124819/ ;

Chicago Manual of Style (16th Edition):

Marcos, Micheline Helen Cot. “Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM.” 2015. Doctoral Dissertation, University of São Paulo. Accessed November 22, 2019. http://www.teses.usp.br/teses/disponiveis/16/16132/tde-15072015-124819/ ;.

MLA Handbook (7th Edition):

Marcos, Micheline Helen Cot. “Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM.” 2015. Web. 22 Nov 2019.

Vancouver:

Marcos MHC. Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM. [Internet] [Doctoral dissertation]. University of São Paulo; 2015. [cited 2019 Nov 22]. Available from: http://www.teses.usp.br/teses/disponiveis/16/16132/tde-15072015-124819/ ;.

Council of Science Editors:

Marcos MHC. Metódo de obtenção de dados de impactos ambientais, durante o processo de desenvolvimento do projeto, através do uso de ferrramenta BIM. [Doctoral Dissertation]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/16/16132/tde-15072015-124819/ ;


University of Canterbury

10. Hobbs, Michael. Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs.

Degree: Civil and Natural Resources Engineering, 2014, University of Canterbury

 Composite construction is widely used worldwide and is undergoing significant technological development. New Zealand is part of this development, with new beam options incorporating multiple… (more)

Subjects/Keywords: Slab-Column Interaction; Composite Construction; Steel Moment Frame; Composite Floor Slab

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APA (6th Edition):

Hobbs, M. (2014). Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/9946

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):

Hobbs, Michael. “Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs.” 2014. Thesis, University of Canterbury. Accessed November 22, 2019. http://hdl.handle.net/10092/9946.

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

MLA Handbook (7th Edition):

Hobbs, Michael. “Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs.” 2014. Web. 22 Nov 2019.

Vancouver:

Hobbs M. Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10092/9946.

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

Council of Science Editors:

Hobbs M. Effects of Slab-Column Interaction in Steel Moment Resisting Frames with Steel-Concrete Composite Floor Slabs. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/9946

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


University of Cincinnati

11. Schrader, Craig A. Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2010, University of Cincinnati

 Implementation of moment frames as the primary Seismic Lateral Resisting System (SLRS) has become increasingly popular over the years due to their ability to create… (more)

Subjects/Keywords: Civil Engineering; Steel; Connection; Frame; Seismic; Moment; Prequalification

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APA (6th Edition):

Schrader, C. A. (2010). Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1291060563

Chicago Manual of Style (16th Edition):

Schrader, Craig A. “Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames.” 2010. Masters Thesis, University of Cincinnati. Accessed November 22, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1291060563.

MLA Handbook (7th Edition):

Schrader, Craig A. “Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames.” 2010. Web. 22 Nov 2019.

Vancouver:

Schrader CA. Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames. [Internet] [Masters thesis]. University of Cincinnati; 2010. [cited 2019 Nov 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1291060563.

Council of Science Editors:

Schrader CA. Prequalification and Design of Rolled Bolted T-stub Connections in Moment Resisting Frames. [Masters Thesis]. University of Cincinnati; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1291060563


California State University – Sacramento

12. Noonan, Kevin Mark. A unique design for a desktop milling machine.

Degree: MS, Mechanical Engineering, 2013, California State University – Sacramento

 A light duty, desktop size, 3 axis CNC milling machine is designed with a frame featuring a novel welded steel design composed entirely of precision… (more)

Subjects/Keywords: CNC; Structure; Interlocking joints; Machine tool; Welded steel frame

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APA (6th Edition):

Noonan, K. M. (2013). A unique design for a desktop milling machine. (Masters Thesis). California State University – Sacramento. Retrieved from http://hdl.handle.net/10211.9/1931

Chicago Manual of Style (16th Edition):

Noonan, Kevin Mark. “A unique design for a desktop milling machine.” 2013. Masters Thesis, California State University – Sacramento. Accessed November 22, 2019. http://hdl.handle.net/10211.9/1931.

MLA Handbook (7th Edition):

Noonan, Kevin Mark. “A unique design for a desktop milling machine.” 2013. Web. 22 Nov 2019.

Vancouver:

Noonan KM. A unique design for a desktop milling machine. [Internet] [Masters thesis]. California State University – Sacramento; 2013. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10211.9/1931.

Council of Science Editors:

Noonan KM. A unique design for a desktop milling machine. [Masters Thesis]. California State University – Sacramento; 2013. Available from: http://hdl.handle.net/10211.9/1931


KTH

13. Emili, Antonella. Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study.

Degree: Building Service and Energy Systems, 2015, KTH

  The improvement of curtain wall thermal performances and the optimisation of the issues connected with this technology can lead to a sensible reduction of… (more)

Subjects/Keywords: curtain wall; thermal performance; climatic cell; steel frame; thermal bridge; spacer

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APA (6th Edition):

Emili, A. (2015). Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-164956

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):

Emili, Antonella. “Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study.” 2015. Thesis, KTH. Accessed November 22, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-164956.

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

MLA Handbook (7th Edition):

Emili, Antonella. “Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study.” 2015. Web. 22 Nov 2019.

Vancouver:

Emili A. Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study. [Internet] [Thesis]. KTH; 2015. [cited 2019 Nov 22]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-164956.

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

Council of Science Editors:

Emili A. Assessing the Thermal Performance of Glazed Curtain Wall Systems : S+G Project Case Study. [Thesis]. KTH; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-164956

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


Brno University of Technology

14. Štůsek, Radim. Pásový dopravník .

Degree: 2015, Brno University of Technology

 Tématem této bakalářské práce je konstrukční návrh vážícího pásového dopravníku, který bude součástí technologického celku betonárny. Práce obsahuje popis jednotlivých částí pásového dopravníku, základní funkční… (more)

Subjects/Keywords: Vážící dopravní pás; ocelová konstrukce; Weighing belt conveyor; steel frame

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APA (6th Edition):

Štůsek, R. (2015). Pásový dopravník . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/40036

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):

Štůsek, Radim. “Pásový dopravník .” 2015. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/40036.

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

MLA Handbook (7th Edition):

Štůsek, Radim. “Pásový dopravník .” 2015. Web. 22 Nov 2019.

Vancouver:

Štůsek R. Pásový dopravník . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/40036.

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

Council of Science Editors:

Štůsek R. Pásový dopravník . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/40036

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


University of Arizona

15. Federico, Giovanni. Use of Cast Modular Components for Concentrically Braced Steel Frames .

Degree: 2012, University of Arizona

 Cast modular components have been under development for earthquake resistant steel structures. These concepts take advantage of the versatility in geometry afforded with the casting… (more)

Subjects/Keywords: seismic design; Civil Engineering; castings; Concentrically braced steel frame

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APA (6th Edition):

Federico, G. (2012). Use of Cast Modular Components for Concentrically Braced Steel Frames . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/268572

Chicago Manual of Style (16th Edition):

Federico, Giovanni. “Use of Cast Modular Components for Concentrically Braced Steel Frames .” 2012. Doctoral Dissertation, University of Arizona. Accessed November 22, 2019. http://hdl.handle.net/10150/268572.

MLA Handbook (7th Edition):

Federico, Giovanni. “Use of Cast Modular Components for Concentrically Braced Steel Frames .” 2012. Web. 22 Nov 2019.

Vancouver:

Federico G. Use of Cast Modular Components for Concentrically Braced Steel Frames . [Internet] [Doctoral dissertation]. University of Arizona; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10150/268572.

Council of Science Editors:

Federico G. Use of Cast Modular Components for Concentrically Braced Steel Frames . [Doctoral Dissertation]. University of Arizona; 2012. Available from: http://hdl.handle.net/10150/268572


University of Southern California

16. Kim, Han Sang. Seismic retrofitting with cost effectiveness.

Degree: Master of Building Science, Building Science, 2012, University of Southern California

 Located in the heart of Los Angeles, USC is considered an earthquake prone zone, and there is a vital imperative to ensure the safety of… (more)

Subjects/Keywords: architectural engineering; structural retrofit; structural engineering; cost effectiveness; steel moment frame; steel braced frame; concrete shear wall core; concrete moment frame; California Building Code

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APA (6th Edition):

Kim, H. S. (2012). Seismic retrofitting with cost effectiveness. (Masters Thesis). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/46100/rec/5752

Chicago Manual of Style (16th Edition):

Kim, Han Sang. “Seismic retrofitting with cost effectiveness.” 2012. Masters Thesis, University of Southern California. Accessed November 22, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/46100/rec/5752.

MLA Handbook (7th Edition):

Kim, Han Sang. “Seismic retrofitting with cost effectiveness.” 2012. Web. 22 Nov 2019.

Vancouver:

Kim HS. Seismic retrofitting with cost effectiveness. [Internet] [Masters thesis]. University of Southern California; 2012. [cited 2019 Nov 22]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/46100/rec/5752.

Council of Science Editors:

Kim HS. Seismic retrofitting with cost effectiveness. [Masters Thesis]. University of Southern California; 2012. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/46100/rec/5752


Brno University of Technology

17. Mužná, Alena. Víceůčelové obchodní centrum ve Vsetíně .

Degree: 2013, Brno University of Technology

 Cílem práce je návrh nosné ocelové konstrukce víceúčelového obchodního centra. Konstrukce se skládá ze dvou částí, budova A je dvoupodlažní a budova B je jednopodlažní.… (more)

Subjects/Keywords: ocelová konstrukce; vazník; sloup; vaznice; příhradová konstrukce; rám; spřažený strop; steel structure; stringer; column; purlin; strut-frame structure; frame; composite ceiling

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APA (6th Edition):

Mužná, A. (2013). Víceůčelové obchodní centrum ve Vsetíně . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30070

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):

Mužná, Alena. “Víceůčelové obchodní centrum ve Vsetíně .” 2013. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/30070.

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

MLA Handbook (7th Edition):

Mužná, Alena. “Víceůčelové obchodní centrum ve Vsetíně .” 2013. Web. 22 Nov 2019.

Vancouver:

Mužná A. Víceůčelové obchodní centrum ve Vsetíně . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/30070.

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

Council of Science Editors:

Mužná A. Víceůčelové obchodní centrum ve Vsetíně . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/30070

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


Brno University of Technology

18. Sommer, Miroslav. Krajská knihovna v Havlíčkově Brodě .

Degree: 2012, Brno University of Technology

 Práce je zpracována jako nosná ocelová konstrukce vícepodlažní budovy krajské knihovny v Havlíčkově Brodě. Při návrhu konstrukce jsou respektovány požadavky na tvarové a dispoziční uspořádání… (more)

Subjects/Keywords: Ocelová konstrukce; Spřažené konstrukce; Krajská knihovna; Rámová konstrukce; Ocelové styčníky; Steel structure; Composite structure; County library; Frame structure; Steel joints

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APA (6th Edition):

Sommer, M. (2012). Krajská knihovna v Havlíčkově Brodě . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/8588

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):

Sommer, Miroslav. “Krajská knihovna v Havlíčkově Brodě .” 2012. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/8588.

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

MLA Handbook (7th Edition):

Sommer, Miroslav. “Krajská knihovna v Havlíčkově Brodě .” 2012. Web. 22 Nov 2019.

Vancouver:

Sommer M. Krajská knihovna v Havlíčkově Brodě . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/8588.

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

Council of Science Editors:

Sommer M. Krajská knihovna v Havlíčkově Brodě . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/8588

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


Brno University of Technology

19. Benýšek, David. Zámečnická dílna .

Degree: 2016, Brno University of Technology

 Bakalářská práce se zabývá návrhem nosné ocelové konstrukce zámečnické dílny, umístěné v obci Oldřichovice ve starém areálu JZD. Konstrukce je navržena na mezní stav únosnosti… (more)

Subjects/Keywords: ocelová konstrukce; zámečnická dílna; rám; ocel; mostový jeřáb; průřezy; spoje; steel structure; locksmithery; frame; steel; bridge crane; cross-sections; joints

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APA (6th Edition):

Benýšek, D. (2016). Zámečnická dílna . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62345

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):

Benýšek, David. “Zámečnická dílna .” 2016. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/62345.

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

MLA Handbook (7th Edition):

Benýšek, David. “Zámečnická dílna .” 2016. Web. 22 Nov 2019.

Vancouver:

Benýšek D. Zámečnická dílna . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/62345.

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

Council of Science Editors:

Benýšek D. Zámečnická dílna . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/62345

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


NSYSU

20. Lin, Sheng-Yang. Modeling and Control of Non-contacting Steel Plate Conveyance System.

Degree: PhD, Electrical Engineering, 2009, NSYSU

 A non-contacting steel plate conveyance system based on the linear induction motor scheme, which can provide lift and propulsive forces simultaneously, is proposed. It has… (more)

Subjects/Keywords: fuzzy control; finite element analysis; stationary reference frame transformation; non-contacting steel plate conveyance system

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APA (6th Edition):

Lin, S. (2009). Modeling and Control of Non-contacting Steel Plate Conveyance System. (Doctoral Dissertation). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0825109-094915

Chicago Manual of Style (16th Edition):

Lin, Sheng-Yang. “Modeling and Control of Non-contacting Steel Plate Conveyance System.” 2009. Doctoral Dissertation, NSYSU. Accessed November 22, 2019. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0825109-094915.

MLA Handbook (7th Edition):

Lin, Sheng-Yang. “Modeling and Control of Non-contacting Steel Plate Conveyance System.” 2009. Web. 22 Nov 2019.

Vancouver:

Lin S. Modeling and Control of Non-contacting Steel Plate Conveyance System. [Internet] [Doctoral dissertation]. NSYSU; 2009. [cited 2019 Nov 22]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0825109-094915.

Council of Science Editors:

Lin S. Modeling and Control of Non-contacting Steel Plate Conveyance System. [Doctoral Dissertation]. NSYSU; 2009. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0825109-094915


University of Cincinnati

21. Kennedy, Richard C. A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2014, University of Cincinnati

 Recent introduction of larger hot-rolled angles, referred to as jumbo angles in this paper, has widened possible applications of top-and-seat angle (TSA) connections. Gains in… (more)

Subjects/Keywords: Civil Engineering; connection; top-and-seat angle; steel frame; prying; finite element; partially restrained

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APA (6th Edition):

Kennedy, R. C. (2014). A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233620

Chicago Manual of Style (16th Edition):

Kennedy, Richard C. “A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections.” 2014. Masters Thesis, University of Cincinnati. Accessed November 22, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233620.

MLA Handbook (7th Edition):

Kennedy, Richard C. “A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections.” 2014. Web. 22 Nov 2019.

Vancouver:

Kennedy RC. A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections. [Internet] [Masters thesis]. University of Cincinnati; 2014. [cited 2019 Nov 22]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233620.

Council of Science Editors:

Kennedy RC. A Study on the Effect of Jumbo Angles on the Strength and Stiffness of Top-and-Seat Angle Connections. [Masters Thesis]. University of Cincinnati; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233620


Clemson University

22. Hu, Xiaoyu. A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method.

Degree: PhD, Civil Engineering, 2017, Clemson University

 Early detection of the deterioration and degradation in civil infrastructure is critical for structural engineers and infrastructure managers to develop rehabilitation and maintenance plans. In… (more)

Subjects/Keywords: Constitutive relation error method; Damage detection; Model updating; Nonlinear model; Steel frame; Structural health monitoring

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APA (6th Edition):

Hu, X. (2017). A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/2063

Chicago Manual of Style (16th Edition):

Hu, Xiaoyu. “A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method.” 2017. Doctoral Dissertation, Clemson University. Accessed November 22, 2019. https://tigerprints.clemson.edu/all_dissertations/2063.

MLA Handbook (7th Edition):

Hu, Xiaoyu. “A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method.” 2017. Web. 22 Nov 2019.

Vancouver:

Hu X. A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method. [Internet] [Doctoral dissertation]. Clemson University; 2017. [cited 2019 Nov 22]. Available from: https://tigerprints.clemson.edu/all_dissertations/2063.

Council of Science Editors:

Hu X. A Comprehensive Framework for White-Box Damage Detection in Structural Systems Based on Extended Constitutive Relation Error Method. [Doctoral Dissertation]. Clemson University; 2017. Available from: https://tigerprints.clemson.edu/all_dissertations/2063


Virginia Tech

23. Darling, Scott Christian. Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 Traditionally, earthquake engineering has focused on protecting the lives of building occupants by utilizing inelasticity in structural members and connections to dissipate seismic energy and… (more)

Subjects/Keywords: Self-Centering Seismic Systems; Steel Moment Frame; Seismic Behavior; Short Period Structures

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APA (6th Edition):

Darling, S. C. (2012). Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34668

Chicago Manual of Style (16th Edition):

Darling, Scott Christian. “Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance.” 2012. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/34668.

MLA Handbook (7th Edition):

Darling, Scott Christian. “Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance.” 2012. Web. 22 Nov 2019.

Vancouver:

Darling SC. Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/34668.

Council of Science Editors:

Darling SC. Seismic Response of Short Period Structures and the Development of a Self-Centering Truss Moment Frame with Energy Dissipating Elements for Improved Performance. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/34668


Virginia Tech

24. Wang, Mian. Urban Frame.

Degree: M. Arch., Architecture, 2004, Virginia Tech

 From Structure to Urban Frames In the context of this thesis, the notion of frame is recognized as enclosing borders, or the outline of views,… (more)

Subjects/Keywords: urban; frame; steel; covention center; Structure

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APA (6th Edition):

Wang, M. (2004). Urban Frame. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35643

Chicago Manual of Style (16th Edition):

Wang, Mian. “Urban Frame.” 2004. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/35643.

MLA Handbook (7th Edition):

Wang, Mian. “Urban Frame.” 2004. Web. 22 Nov 2019.

Vancouver:

Wang M. Urban Frame. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/35643.

Council of Science Editors:

Wang M. Urban Frame. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/35643


Virginia Tech

25. Herrero, Sofia Helena. Framing Hudson Square: A Stair Encloses a Converging Grid in the City.

Degree: M. Arch., Architecture, 2014, Virginia Tech

 This thesis explores an alternate typology for a residential high rise in the Hudson Square neighborhood in Manhattan. The units that make up the building… (more)

Subjects/Keywords: City; Glass; Grid; Frame; Stair; Steel Structure; Unit; Urbanization; LD5655.V855 2013.H478

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APA (6th Edition):

Herrero, S. H. (2014). Framing Hudson Square: A Stair Encloses a Converging Grid in the City. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/25287

Chicago Manual of Style (16th Edition):

Herrero, Sofia Helena. “Framing Hudson Square: A Stair Encloses a Converging Grid in the City.” 2014. Masters Thesis, Virginia Tech. Accessed November 22, 2019. http://hdl.handle.net/10919/25287.

MLA Handbook (7th Edition):

Herrero, Sofia Helena. “Framing Hudson Square: A Stair Encloses a Converging Grid in the City.” 2014. Web. 22 Nov 2019.

Vancouver:

Herrero SH. Framing Hudson Square: A Stair Encloses a Converging Grid in the City. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/10919/25287.

Council of Science Editors:

Herrero SH. Framing Hudson Square: A Stair Encloses a Converging Grid in the City. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/25287


Brno University of Technology

26. Bednářová, Bronislava. Výstavní galerie .

Degree: 2014, Brno University of Technology

 Diplomová práce zpracovává projekt ocelové konstrukce výstavní galerie. Objekt má půdorysný tvar trojramenné hvězdy, kde každé rameno je obdélníkového tvaru o rozměrech 6 x 18… (more)

Subjects/Keywords: Ocelová konstrukce; výstavní galerie; rám; hliníková fasáda; Steel structure; exhibition gallery; frame; aluminium facade

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APA (6th Edition):

Bednářová, B. (2014). Výstavní galerie . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30364

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):

Bednářová, Bronislava. “Výstavní galerie .” 2014. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/30364.

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

MLA Handbook (7th Edition):

Bednářová, Bronislava. “Výstavní galerie .” 2014. Web. 22 Nov 2019.

Vancouver:

Bednářová B. Výstavní galerie . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/30364.

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

Council of Science Editors:

Bednářová B. Výstavní galerie . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30364

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


Brno University of Technology

27. Grim, Robert. Svařitelnost ocelí pro výrobu rámů jízdních kol .

Degree: 2014, Brno University of Technology

 Tato práce je zaměřena na ocelové materiály používané pro výrobu rámů jízdních kol. Slitiny jsou zde rozebrány nejen z hlediska svých mechanických vlastností, ale také… (more)

Subjects/Keywords: TIG; cyklistický rám; ocel; Reynolds; Columbus; Dedacciai; WIG; bicycle frame; steel; Reynolds; Columbus; Dedacciai

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APA (6th Edition):

Grim, R. (2014). Svařitelnost ocelí pro výrobu rámů jízdních kol . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/31954

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):

Grim, Robert. “Svařitelnost ocelí pro výrobu rámů jízdních kol .” 2014. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/31954.

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

MLA Handbook (7th Edition):

Grim, Robert. “Svařitelnost ocelí pro výrobu rámů jízdních kol .” 2014. Web. 22 Nov 2019.

Vancouver:

Grim R. Svařitelnost ocelí pro výrobu rámů jízdních kol . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/31954.

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

Council of Science Editors:

Grim R. Svařitelnost ocelí pro výrobu rámů jízdních kol . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/31954

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


Brno University of Technology

28. Šafařík, Petr. Materiály ve stavbě výrobních strojů .

Degree: 2015, Brno University of Technology

 Cílem této práce je seznámení s materiály používanými ve stavbě výrobních strojů, jejich vlastnostmi, výhodami a nevýhodami. Dále je provedena pevnostní analýza součásti v programu… (more)

Subjects/Keywords: Ocel; litina; částicový kompozit; vláknový kompozit; rám.; Steel; cast iron; particle composite; fiber composite; frame.

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APA (6th Edition):

Šafařík, P. (2015). Materiály ve stavbě výrobních strojů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/40199

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):

Šafařík, Petr. “Materiály ve stavbě výrobních strojů .” 2015. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/40199.

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

MLA Handbook (7th Edition):

Šafařík, Petr. “Materiály ve stavbě výrobních strojů .” 2015. Web. 22 Nov 2019.

Vancouver:

Šafařík P. Materiály ve stavbě výrobních strojů . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/40199.

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

Council of Science Editors:

Šafařík P. Materiály ve stavbě výrobních strojů . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/40199

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


Brno University of Technology

29. Ivánek, Robert. Ocelová konstrukce výrobní haly .

Degree: 2013, Brno University of Technology

 Předmětem práce je návrh, posouzení a porovnání dvou variant ocelové konstrukce výrobní haly s mostovým jeřábem o nosnosti 25t. Byla zpracována varianta rámové konstrukce a… (more)

Subjects/Keywords: ocelová konstrukce; mostový jeřáb; vazník; rámová konstrukce; steel structures; overhead crane; trusses; frame constuction

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

APA (6th Edition):

Ivánek, R. (2013). Ocelová konstrukce výrobní haly . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30076

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):

Ivánek, Robert. “Ocelová konstrukce výrobní haly .” 2013. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/30076.

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

MLA Handbook (7th Edition):

Ivánek, Robert. “Ocelová konstrukce výrobní haly .” 2013. Web. 22 Nov 2019.

Vancouver:

Ivánek R. Ocelová konstrukce výrobní haly . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/30076.

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

Council of Science Editors:

Ivánek R. Ocelová konstrukce výrobní haly . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/30076

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


Brno University of Technology

30. Tichý, Jiří. Konstrukce základny zkušební stanice .

Degree: 2012, Brno University of Technology

 Cílem této bakalářské práce je navrhnout ocelovou konstrukci základny pro zkušebnu trakčních motorů. Pro uvedení do tématu bude v úvodu práce vymezený současný stav problematiky… (more)

Subjects/Keywords: Zkušební stanice; ocelová konstrukce; rám; koeficient bezpečnosti; Testing station; steel construction; frame; coefficient of safety

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

APA (6th Edition):

Tichý, J. (2012). Konstrukce základny zkušební stanice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/4447

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):

Tichý, Jiří. “Konstrukce základny zkušební stanice .” 2012. Thesis, Brno University of Technology. Accessed November 22, 2019. http://hdl.handle.net/11012/4447.

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

MLA Handbook (7th Edition):

Tichý, Jiří. “Konstrukce základny zkušební stanice .” 2012. Web. 22 Nov 2019.

Vancouver:

Tichý J. Konstrukce základny zkušební stanice . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Nov 22]. Available from: http://hdl.handle.net/11012/4447.

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

Council of Science Editors:

Tichý J. Konstrukce základny zkušební stanice . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/4447

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

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