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You searched for subject:(Frame Element). Showing records 1 – 30 of 104 total matches.

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University of Illinois – Chicago

1. Joshi, Chaitanya. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.

Degree: 2016, University of Illinois – Chicago

 With the advent of faster trains and changing railway technology, ensuring passenger safety and comfort has become an important area of research in the rail… (more)

Subjects/Keywords: Finite element method; multibody dynamics; oating frame of reference; vibration analysis

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APA (6th Edition):

Joshi, C. (2016). 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/20797

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):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Thesis, University of Illinois – Chicago. Accessed March 29, 2020. http://hdl.handle.net/10027/20797.

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

MLA Handbook (7th Edition):

Joshi, Chaitanya. “3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures.” 2016. Web. 29 Mar 2020.

Vancouver:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10027/20797.

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

Council of Science Editors:

Joshi C. 3D FEM and MBS Coupling of Railroad Dynamics with Vibration of Surrounding Building Structures. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/20797

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

2. Ntumi, Dzijeme. A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER.

Degree: MS, 2018, University of New Hampshire

 Cargo containers are utilized around the globe as structural components in the design of buildings. Kevin Giriuanas [1] wrote a thesis on the finite element(more)

Subjects/Keywords: Box Frame; Cargo; Container; Finite Element Analysis; Shipping

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APA (6th Edition):

Ntumi, D. (2018). A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/1260

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):

Ntumi, Dzijeme. “A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER.” 2018. Thesis, University of New Hampshire. Accessed March 29, 2020. https://scholars.unh.edu/thesis/1260.

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

MLA Handbook (7th Edition):

Ntumi, Dzijeme. “A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER.” 2018. Web. 29 Mar 2020.

Vancouver:

Ntumi D. A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER. [Internet] [Thesis]. University of New Hampshire; 2018. [cited 2020 Mar 29]. Available from: https://scholars.unh.edu/thesis/1260.

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

Council of Science Editors:

Ntumi D. A SIMPLIFIED STRUCTURAL ANALYSIS METHOD FOR A 20-FOOT CARGO SHIPPING CONTAINER. [Thesis]. University of New Hampshire; 2018. Available from: https://scholars.unh.edu/thesis/1260

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


Colorado State University

3. Maloney, Timothy D. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.

Degree: MS(M.S.), Civil and Environmental Engineering, 2018, Colorado State University

 Each year, damage to infrastructure caused by the uncorrelated hazards of tornadoes and expansive soils is on the order of billions of dollars. The monetary… (more)

Subjects/Keywords: expansive soils; light wood frame; community resilience; tornado; finite element modeling

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APA (6th Edition):

Maloney, T. D. (2018). Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/185658

Chicago Manual of Style (16th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2018. Masters Thesis, Colorado State University. Accessed March 29, 2020. http://hdl.handle.net/10217/185658.

MLA Handbook (7th Edition):

Maloney, Timothy D. “Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils.” 2018. Web. 29 Mar 2020.

Vancouver:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Internet] [Masters thesis]. Colorado State University; 2018. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10217/185658.

Council of Science Editors:

Maloney TD. Quantification of performance, damage, and risk to light wood frame buildings subjected to tornadoes and expansive soils. [Masters Thesis]. Colorado State University; 2018. Available from: http://hdl.handle.net/10217/185658


Texas A&M University

4. 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 March 29, 2020. 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. 29 Mar 2020.

Vancouver:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 29]. 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


Universidade do Rio Grande do Sul

5. Matzenbacher, Carla Wagner. Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado.

Degree: 2011, Universidade do Rio Grande do Sul

A simulação numérica através do Método dos Elementos Finitos vem sendo utilizada em grande escala nos dias de hoje. Sendo que os trabalhos experimentais não… (more)

Subjects/Keywords: The finite element method; Pórticos; Estruturas (Engenharia); Reinforced concrete; Frame joints; Elementos finitos; Concreto armado

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APA (6th Edition):

Matzenbacher, C. W. (2011). Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/49300

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):

Matzenbacher, Carla Wagner. “Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed March 29, 2020. http://hdl.handle.net/10183/49300.

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

MLA Handbook (7th Edition):

Matzenbacher, Carla Wagner. “Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado.” 2011. Web. 29 Mar 2020.

Vancouver:

Matzenbacher CW. Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10183/49300.

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

Council of Science Editors:

Matzenbacher CW. Aplicação do método dos elementos finitos ao estudo de ligações viga-pilar em estruturas de concreto armado. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/49300

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


NSYSU

6. 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 March 29, 2020. 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. 29 Mar 2020.

Vancouver:

Lin S. Modeling and Control of Non-contacting Steel Plate Conveyance System. [Internet] [Doctoral dissertation]. NSYSU; 2009. [cited 2020 Mar 29]. 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

7. 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 March 29, 2020. 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. 29 Mar 2020.

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 2020 Mar 29]. 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


Univerzitet u Beogradu

8. Ćorić B., Stanko, 1974-. Нелинеарна анализа стабилности оквирних носача.

Degree: Građevinski fakultet, 2014, Univerzitet u Beogradu

Грађевинарство-Техничка механика и теорија конструкција / Civil engineering-Engineering mechanics and theory of structures

У овој докторској дисертацији приказана је нелинеарна анализа стабилности оквирних носача, односно… (more)

Subjects/Keywords: stability of structures; frame structures; nonlinear elasto-plastic analysis; finite element method; buckling length

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APA (6th Edition):

Ćorić B., Stanko, 1. (2014). Нелинеарна анализа стабилности оквирних носача. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Thesis, Univerzitet u Beogradu. Accessed March 29, 2020. https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

MLA Handbook (7th Edition):

Ćorić B., Stanko, 1974-. “Нелинеарна анализа стабилности оквирних носача.” 2014. Web. 29 Mar 2020.

Vancouver:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2020 Mar 29]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get.

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

Council of Science Editors:

Ćorić B., Stanko 1. Нелинеарна анализа стабилности оквирних носача. [Thesis]. Univerzitet u Beogradu; 2014. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:7691/bdef:Content/get

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


Brno University of Technology

9. Mottl, Jan. Optimalizace rozměrů základového rámu formy na velké odlitky .

Degree: 2011, Brno University of Technology

 V této diplomové práci je řešen problém optimalizace rozměrů základového rámu formy pro odlitky pomocí MKP a to pro 4 třídy hmotnosti, tj. odlitky hmotnosti… (more)

Subjects/Keywords: Metoda konečných prvků; Ansys; základový rám; Finite Element Metod; Ansys; base frame

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APA (6th Edition):

Mottl, J. (2011). Optimalizace rozměrů základového rámu formy na velké odlitky . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/642

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):

Mottl, Jan. “Optimalizace rozměrů základového rámu formy na velké odlitky .” 2011. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/642.

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

MLA Handbook (7th Edition):

Mottl, Jan. “Optimalizace rozměrů základového rámu formy na velké odlitky .” 2011. Web. 29 Mar 2020.

Vancouver:

Mottl J. Optimalizace rozměrů základového rámu formy na velké odlitky . [Internet] [Thesis]. Brno University of Technology; 2011. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/642.

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

Council of Science Editors:

Mottl J. Optimalizace rozměrů základového rámu formy na velké odlitky . [Thesis]. Brno University of Technology; 2011. Available from: http://hdl.handle.net/11012/642

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


University of Illinois – Chicago

10. Gantoi, Florentina M. New Computational Framework for Biomechanical Multibody System Applications.

Degree: 2013, University of Illinois – Chicago

 Most of the computational finite element (FE)-based bio-mechanics models employ static or quasi-static assumptions. These models fail to capture the response of the human body… (more)

Subjects/Keywords: ANCF; KNEE JOINT; LIGAMENT FINITE ELEMENT; FULLY CLAMPED JOINT; TANGENT FRAME; CONTACT FORMULATIONS

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APA (6th Edition):

Gantoi, F. M. (2013). New Computational Framework for Biomechanical Multibody System Applications. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/10179

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):

Gantoi, Florentina M. “New Computational Framework for Biomechanical Multibody System Applications.” 2013. Thesis, University of Illinois – Chicago. Accessed March 29, 2020. http://hdl.handle.net/10027/10179.

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

MLA Handbook (7th Edition):

Gantoi, Florentina M. “New Computational Framework for Biomechanical Multibody System Applications.” 2013. Web. 29 Mar 2020.

Vancouver:

Gantoi FM. New Computational Framework for Biomechanical Multibody System Applications. [Internet] [Thesis]. University of Illinois – Chicago; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10027/10179.

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

Council of Science Editors:

Gantoi FM. New Computational Framework for Biomechanical Multibody System Applications. [Thesis]. University of Illinois – Chicago; 2013. Available from: http://hdl.handle.net/10027/10179

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


University of Illinois – Chicago

11. Masurekar, Sarvesh S. 3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.

Degree: 2018, University of Illinois – Chicago

 Rail transportation of both passengers and goods plays a vital and evolving role in US society and worldwide. Particularly with the introduction of higher-speed rail… (more)

Subjects/Keywords: FINITE ELEMENT ANALYSIS; MODAL ANALYSIS; MULTIBODY DYNAMICS; NODAL ELIMINATION; FLOATING FRAME OF REFERENCE.

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APA (6th Edition):

Masurekar, S. S. (2018). 3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/22661

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):

Masurekar, Sarvesh S. “3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.” 2018. Thesis, University of Illinois – Chicago. Accessed March 29, 2020. http://hdl.handle.net/10027/22661.

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

MLA Handbook (7th Edition):

Masurekar, Sarvesh S. “3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure.” 2018. Web. 29 Mar 2020.

Vancouver:

Masurekar SS. 3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10027/22661.

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

Council of Science Editors:

Masurekar SS. 3D FEM & Multibody System Coupling of Railroad Dynamics with Vibration of Surrounding Building Structure. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/22661

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


Brno University of Technology

12. Žemlová, Markéta. Design exteriérového dětského herního prvku .

Degree: 2013, Brno University of Technology

 Předmětem a cílem mé bakalářské práce je analýza a návrh dětského exteriérového herního prvku s ohledem na technické, estetické a ekologické požadavky.; Object and purpose… (more)

Subjects/Keywords: Design dětského exteriérového herního prvku; dětská prolézačka; Design of children’s element; climbing frame

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APA (6th Edition):

Žemlová, M. (2013). Design exteriérového dětského herního prvku . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/26043

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):

Žemlová, Markéta. “Design exteriérového dětského herního prvku .” 2013. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/26043.

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

MLA Handbook (7th Edition):

Žemlová, Markéta. “Design exteriérového dětského herního prvku .” 2013. Web. 29 Mar 2020.

Vancouver:

Žemlová M. Design exteriérového dětského herního prvku . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/26043.

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

Council of Science Editors:

Žemlová M. Design exteriérového dětského herního prvku . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/26043

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


Queens University

13. Baker, Michael. Multi-Material Size Optimization of a Ladder Frame Chassis .

Degree: Mechanical and Materials Engineering, 2015, Queens University

 The Corporate Average Fuel Economy (CAFE) is an American fuel standard that sets regulations on fuel economy in vehicles. This law ultimately shapes the development… (more)

Subjects/Keywords: Finite Element Analysis; Multi-Material; Optimization; Computer Aided Design; Ladder Frame Chassis

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APA (6th Edition):

Baker, M. (2015). Multi-Material Size Optimization of a Ladder Frame Chassis . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12793

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):

Baker, Michael. “Multi-Material Size Optimization of a Ladder Frame Chassis .” 2015. Thesis, Queens University. Accessed March 29, 2020. http://hdl.handle.net/1974/12793.

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

MLA Handbook (7th Edition):

Baker, Michael. “Multi-Material Size Optimization of a Ladder Frame Chassis .” 2015. Web. 29 Mar 2020.

Vancouver:

Baker M. Multi-Material Size Optimization of a Ladder Frame Chassis . [Internet] [Thesis]. Queens University; 2015. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1974/12793.

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

Council of Science Editors:

Baker M. Multi-Material Size Optimization of a Ladder Frame Chassis . [Thesis]. Queens University; 2015. Available from: http://hdl.handle.net/1974/12793

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

14. Arvidsson, Therese. Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction.

Degree: The KTH Railway Group, 2011, KTHKTH

  With the development of high-speed railroads the dynamic behaviour of railroad bridges is increasingly important to explore. Deeper knowledge about the influence of different… (more)

Subjects/Keywords: acceleration; dynamics; eigenfrequencies; finite element analysis; portal frame bridge; railway bridge; soil-structure interaction

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APA (6th Edition):

Arvidsson, T. (2011). Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction. (Thesis). KTHKTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40485

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):

Arvidsson, Therese. “Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction.” 2011. Thesis, KTHKTH. Accessed March 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40485.

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

MLA Handbook (7th Edition):

Arvidsson, Therese. “Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction.” 2011. Web. 29 Mar 2020.

Vancouver:

Arvidsson T. Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction. [Internet] [Thesis]. KTHKTH; 2011. [cited 2020 Mar 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40485.

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

Council of Science Editors:

Arvidsson T. Dynamic analysis of a portal frame railway bridge using frequency dependent soil structure interaction. [Thesis]. KTHKTH; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40485

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


Georgia Tech

15. Kamath, Ajit Manohar. Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3.

Degree: MS, Civil and Environmental Engineering, 2019, Georgia Tech

 Refined methods of analysis – 2D grid, plate and eccentric beam or 3D FEA – often are employed for design of I-girder bridges having significant… (more)

Subjects/Keywords: Skew; Steel I-girder bridges; Cross-frame framing; Line girder analysis; 3D finite element analysis

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APA (6th Edition):

Kamath, A. M. (2019). Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/62367

Chicago Manual of Style (16th Edition):

Kamath, Ajit Manohar. “Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3.” 2019. Masters Thesis, Georgia Tech. Accessed March 29, 2020. http://hdl.handle.net/1853/62367.

MLA Handbook (7th Edition):

Kamath, Ajit Manohar. “Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3.” 2019. Web. 29 Mar 2020.

Vancouver:

Kamath AM. Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3. [Internet] [Masters thesis]. Georgia Tech; 2019. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1853/62367.

Council of Science Editors:

Kamath AM. Behavior of Straight Skewed I-Girder Bridge with Skew Index approaching 0.3. [Masters Thesis]. Georgia Tech; 2019. Available from: http://hdl.handle.net/1853/62367


Brno University of Technology

16. Hodonský, Lukáš. Návrh rámu tvářecího stroje .

Degree: 2016, Brno University of Technology

 Předmětem bakalářské práce je rešerže v oblasti tvářecích strojů, dále konstrukční návrh rámu stroje a jeho návrhový výpočet. Pro navrhnutý rám stroje se zhotoví potřebná… (more)

Subjects/Keywords: Hydraulický lis; příčník; metoda konečných prvků; návrh rámu lisu; výpočet rámu lisu.; hydraulice press; girder; finite element method; frame design of press; frame calculation of press

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APA (6th Edition):

Hodonský, L. (2016). Návrh rámu tvářecího stroje . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/60024

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):

Hodonský, Lukáš. “Návrh rámu tvářecího stroje .” 2016. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/60024.

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

MLA Handbook (7th Edition):

Hodonský, Lukáš. “Návrh rámu tvářecího stroje .” 2016. Web. 29 Mar 2020.

Vancouver:

Hodonský L. Návrh rámu tvářecího stroje . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/60024.

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

Council of Science Editors:

Hodonský L. Návrh rámu tvářecího stroje . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/60024

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


Texas A&M University

17. Nguyendinh, Hai. Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load.

Degree: 2011, Texas A&M University

 A nonlinear automated parameter fitted analytical model that numerically predicts the load-displacement response of wood frame shear walls subjected to static monotonic loading with and… (more)

Subjects/Keywords: Numerical modeling; failure mechanisms of wood frame shear walls; finite element modeling; vertical load; ultimate load capacity

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APA (6th Edition):

Nguyendinh, H. (2011). Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9460

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):

Nguyendinh, Hai. “Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load.” 2011. Thesis, Texas A&M University. Accessed March 29, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9460.

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

MLA Handbook (7th Edition):

Nguyendinh, Hai. “Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load.” 2011. Web. 29 Mar 2020.

Vancouver:

Nguyendinh H. Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9460.

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

Council of Science Editors:

Nguyendinh H. Analytical Modeling of Wood Frame Shear Walls Subjected to Vertical Load. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2011-05-9460

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


University of Hong Kong

18. 黃春權; Wong, Chun-kuen. Symmetry reduction for geometric nonlinear analysis of space structures.

Degree: M. Phil., 1997, University of Hong Kong

published_or_final_version

Civil and Structural Engineering

Master

Master of Philosophy

Subjects/Keywords: Space frame structures.; Nonlinear mechanics.; Finite element method.

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APA (6th Edition):

黃春權; Wong, C. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Masters Thesis). University of Hong Kong. Retrieved from Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028

Chicago Manual of Style (16th Edition):

黃春權; Wong, Chun-kuen. “Symmetry reduction for geometric nonlinear analysis of space structures.” 1997. Masters Thesis, University of Hong Kong. Accessed March 29, 2020. Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028.

MLA Handbook (7th Edition):

黃春權; Wong, Chun-kuen. “Symmetry reduction for geometric nonlinear analysis of space structures.” 1997. Web. 29 Mar 2020.

Vancouver:

黃春權; Wong C. Symmetry reduction for geometric nonlinear analysis of space structures. [Internet] [Masters thesis]. University of Hong Kong; 1997. [cited 2020 Mar 29]. Available from: Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028.

Council of Science Editors:

黃春權; Wong C. Symmetry reduction for geometric nonlinear analysis of space structures. [Masters Thesis]. University of Hong Kong; 1997. Available from: Wong, C. [黃春權]. (1997). Symmetry reduction for geometric nonlinear analysis of space structures. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3121472 ; http://dx.doi.org/10.5353/th_b3121472 ; http://hdl.handle.net/10722/34028

19. Cornelli, Samuel. Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos.

Degree: 2014, Universidade de Caxias do Sul

Neste trabalho são descritas análises estática e dinâmica em regime elástico de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos (MEF).… (more)

Subjects/Keywords: Pórticos espaciais; Método dos elementos finitos; Engenharia mecânica; Space frame structures; Finite element method; Mechanical engineering

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APA (6th Edition):

Cornelli, S. (2014). Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos. (Masters Thesis). Universidade de Caxias do Sul. Retrieved from https://repositorio.ucs.br/handle/11338/1070

Chicago Manual of Style (16th Edition):

Cornelli, Samuel. “Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos.” 2014. Masters Thesis, Universidade de Caxias do Sul. Accessed March 29, 2020. https://repositorio.ucs.br/handle/11338/1070.

MLA Handbook (7th Edition):

Cornelli, Samuel. “Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos.” 2014. Web. 29 Mar 2020.

Vancouver:

Cornelli S. Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos. [Internet] [Masters thesis]. Universidade de Caxias do Sul; 2014. [cited 2020 Mar 29]. Available from: https://repositorio.ucs.br/handle/11338/1070.

Council of Science Editors:

Cornelli S. Análise estática e dinâmica de pórticos espaciais com incerteza no carregamento utilizando o método de elementos finitos. [Masters Thesis]. Universidade de Caxias do Sul; 2014. Available from: https://repositorio.ucs.br/handle/11338/1070


University of Cincinnati

20. Ruffley, Daniel J. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2011, University of Cincinnati

 A verified procedure for modeling bolted top and seat angle components and connections for potential use in seismic moment frames using finite element analysis software… (more)

Subjects/Keywords: Civil Engineering; finite element analysis; bolted connection; top and seat angle; seismic; moment frame; experimental full scale test

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APA (6th Edition):

Ruffley, D. J. (2011). A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304448809

Chicago Manual of Style (16th Edition):

Ruffley, Daniel J. “A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.” 2011. Masters Thesis, University of Cincinnati. Accessed March 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304448809.

MLA Handbook (7th Edition):

Ruffley, Daniel J. “A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.” 2011. Web. 29 Mar 2020.

Vancouver:

Ruffley DJ. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. [Internet] [Masters thesis]. University of Cincinnati; 2011. [cited 2020 Mar 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304448809.

Council of Science Editors:

Ruffley DJ. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. [Masters Thesis]. University of Cincinnati; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304448809


University of Cincinnati

21. Ruffley, Daniel J. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2011, University of Cincinnati

 A verified procedure for modeling bolted top and seat angle components and connections for potential use in seismic moment frames using finite element analysis software… (more)

Subjects/Keywords: Civil Engineering; finite element analysis; bolted connection; top and seat angle; seismic; moment frame; experimental full scale test

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

APA (6th Edition):

Ruffley, D. J. (2011). A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304692066

Chicago Manual of Style (16th Edition):

Ruffley, Daniel J. “A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.” 2011. Masters Thesis, University of Cincinnati. Accessed March 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304692066.

MLA Handbook (7th Edition):

Ruffley, Daniel J. “A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections.” 2011. Web. 29 Mar 2020.

Vancouver:

Ruffley DJ. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. [Internet] [Masters thesis]. University of Cincinnati; 2011. [cited 2020 Mar 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304692066.

Council of Science Editors:

Ruffley DJ. A Finite Element Approach for Modeling Bolted Top-and-Seat Angle Components and Moment Connections. [Masters Thesis]. University of Cincinnati; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1304692066


Universidade do Rio Grande do Sul

22. Bernardi, Douglas Francescatto. Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais.

Degree: 2010, Universidade do Rio Grande do Sul

A crescente valorização das áreas disponíveis para a construção de edifícios nas grandes cidades tem constantemente elevado a altura das edificações. Nos edifícios altos, a… (more)

Subjects/Keywords: High-rise building structures; Edifícios altos; 3D analysis; Elementos finitos; Shear walls; Concreto armado; Estruturas (Engenharia); Spatial frame; Finite element method.

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APA (6th Edition):

Bernardi, D. F. (2010). Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/25435

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):

Bernardi, Douglas Francescatto. “Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais.” 2010. Thesis, Universidade do Rio Grande do Sul. Accessed March 29, 2020. http://hdl.handle.net/10183/25435.

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

MLA Handbook (7th Edition):

Bernardi, Douglas Francescatto. “Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais.” 2010. Web. 29 Mar 2020.

Vancouver:

Bernardi DF. Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2010. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10183/25435.

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

Council of Science Editors:

Bernardi DF. Um modelo computacional para a análise global tridimensional da estrutura de edifícios altos de concreto armado com a presença de paredes estruturais. [Thesis]. Universidade do Rio Grande do Sul; 2010. Available from: http://hdl.handle.net/10183/25435

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


Brigham Young University

23. Prinz, Gary S. Using Buckling-Restrained Braces in Eccentric Configurations.

Degree: PhD, 2010, Brigham Young University

  Ductile braced frames are often used to resist lateral earthquake loads in steel buildings; however the presence of a brace element can sometimes interfere… (more)

Subjects/Keywords: EBF; BRBF-E; dynamic analysis; finite element analysis; steel ductile braced frame; seismic design; Civil and Environmental Engineering

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APA (6th Edition):

Prinz, G. S. (2010). Using Buckling-Restrained Braces in Eccentric Configurations. (Doctoral Dissertation). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3133&context=etd

Chicago Manual of Style (16th Edition):

Prinz, Gary S. “Using Buckling-Restrained Braces in Eccentric Configurations.” 2010. Doctoral Dissertation, Brigham Young University. Accessed March 29, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3133&context=etd.

MLA Handbook (7th Edition):

Prinz, Gary S. “Using Buckling-Restrained Braces in Eccentric Configurations.” 2010. Web. 29 Mar 2020.

Vancouver:

Prinz GS. Using Buckling-Restrained Braces in Eccentric Configurations. [Internet] [Doctoral dissertation]. Brigham Young University; 2010. [cited 2020 Mar 29]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3133&context=etd.

Council of Science Editors:

Prinz GS. Using Buckling-Restrained Braces in Eccentric Configurations. [Doctoral Dissertation]. Brigham Young University; 2010. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3133&context=etd


Delft University of Technology

24. Verweij, J.G. Cellular beam-columns in portal frame structures:.

Degree: 2010, Delft University of Technology

 Theoretical and numerical research into the application of cellular beam-column members in portal frame structures. Two failure mechanisms requiring additional research if cellular beams are… (more)

Subjects/Keywords: cellular beam-columns; web-post buckling; web openings; portal frame; steel structures; SAFIR finite element software

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APA (6th Edition):

Verweij, J. G. (2010). Cellular beam-columns in portal frame structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77

Chicago Manual of Style (16th Edition):

Verweij, J G. “Cellular beam-columns in portal frame structures:.” 2010. Masters Thesis, Delft University of Technology. Accessed March 29, 2020. http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77.

MLA Handbook (7th Edition):

Verweij, J G. “Cellular beam-columns in portal frame structures:.” 2010. Web. 29 Mar 2020.

Vancouver:

Verweij JG. Cellular beam-columns in portal frame structures:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2020 Mar 29]. Available from: http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77.

Council of Science Editors:

Verweij JG. Cellular beam-columns in portal frame structures:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:824f5394-1d2d-470a-8e23-4f82abe8ee77


University of Ottawa

25. Al Mamun, Abdullah. Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings .

Degree: 2012, University of Ottawa

 Light-frame shearwall assemblies have been successfully used to resist gravity and lateral loads, such as earthquake and wind, for many decades. However, there is a… (more)

Subjects/Keywords: Portal Frame; Alternative Bracing System; Lateral Bracing System; Light-Wood Building; Corner Joint Test; FRP; Finite Element Model

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APA (6th Edition):

Al Mamun, A. (2012). Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/23142

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):

Al Mamun, Abdullah. “Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings .” 2012. Thesis, University of Ottawa. Accessed March 29, 2020. http://hdl.handle.net/10393/23142.

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

MLA Handbook (7th Edition):

Al Mamun, Abdullah. “Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings .” 2012. Web. 29 Mar 2020.

Vancouver:

Al Mamun A. Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings . [Internet] [Thesis]. University of Ottawa; 2012. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10393/23142.

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

Council of Science Editors:

Al Mamun A. Investigating the Performance of Wood Portal Frames as Alternative Bracing Systems in Light-Frame Wood Buildings . [Thesis]. University of Ottawa; 2012. Available from: http://hdl.handle.net/10393/23142

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


Brno University of Technology

26. Kysilko, Vít. Deformační, napjatostní a pevnostní analýza rámové konstrukce.

Degree: 2010, Brno University of Technology

 Bakalářské práce je zaměřená na výpočet rovinného rámu používaného ke zkouškám odolnosti kompozitních trub vůči proměnlivému tlaku. Jako výpočtový model jsem použil zjednodušený rám zatížený… (more)

Subjects/Keywords: rovinný rám; Castiglianova věta; deformace; cyklická únava; metoda konečných prvků; plane frame; Castigliano’s theorem; deformation; cyclic fatigue; Finite Element Method

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

APA (6th Edition):

Kysilko, V. (2010). Deformační, napjatostní a pevnostní analýza rámové konstrukce. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15235

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):

Kysilko, Vít. “Deformační, napjatostní a pevnostní analýza rámové konstrukce. ” 2010. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/15235.

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

MLA Handbook (7th Edition):

Kysilko, Vít. “Deformační, napjatostní a pevnostní analýza rámové konstrukce. ” 2010. Web. 29 Mar 2020.

Vancouver:

Kysilko V. Deformační, napjatostní a pevnostní analýza rámové konstrukce. [Internet] [Thesis]. Brno University of Technology; 2010. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/15235.

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

Council of Science Editors:

Kysilko V. Deformační, napjatostní a pevnostní analýza rámové konstrukce. [Thesis]. Brno University of Technology; 2010. Available from: http://hdl.handle.net/11012/15235

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


Brno University of Technology

27. Gajdůšek, Tomáš. Optimalizace profilů posuvné brány .

Degree: 2018, Brno University of Technology

 Práce se zabývá provedením deformační a napjatostní analýzy reálné samonosné posuvné brány vyráběné firmou Technopark CZ s.r.o. V první části se rozebírá teorie, která se… (more)

Subjects/Keywords: Uzavřený rám; napětí; deformace; metoda konečných prvků; brána.; Closed frame; tension; deformation; finite element method; gate.

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

APA (6th Edition):

Gajdůšek, T. (2018). Optimalizace profilů posuvné brány . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/138064

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):

Gajdůšek, Tomáš. “Optimalizace profilů posuvné brány .” 2018. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/138064.

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

MLA Handbook (7th Edition):

Gajdůšek, Tomáš. “Optimalizace profilů posuvné brány .” 2018. Web. 29 Mar 2020.

Vancouver:

Gajdůšek T. Optimalizace profilů posuvné brány . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/138064.

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

Council of Science Editors:

Gajdůšek T. Optimalizace profilů posuvné brány . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/138064

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


Brno University of Technology

28. Buchta, Vladislav. Rám přívěsu Variant pro přepravu kabelových cívek .

Degree: 2010, Brno University of Technology

 Diplomová práce se zabývá rámem vozíku VARIANT 252. Hlavní náplní je rozbor zátěžných stavů, stanovení hodnot pro zátěžné stavy. Pevnostní kontrola rámu pomocí metody konečných… (more)

Subjects/Keywords: doprava; přívěs; cívka; rám; multi body systems; metoda konečných prvků; transport; trailer; reel; frame; multi-body systems; finite element method

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

APA (6th Edition):

Buchta, V. (2010). Rám přívěsu Variant pro přepravu kabelových cívek . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/14595

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):

Buchta, Vladislav. “Rám přívěsu Variant pro přepravu kabelových cívek .” 2010. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/14595.

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

MLA Handbook (7th Edition):

Buchta, Vladislav. “Rám přívěsu Variant pro přepravu kabelových cívek .” 2010. Web. 29 Mar 2020.

Vancouver:

Buchta V. Rám přívěsu Variant pro přepravu kabelových cívek . [Internet] [Thesis]. Brno University of Technology; 2010. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/14595.

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

Council of Science Editors:

Buchta V. Rám přívěsu Variant pro přepravu kabelových cívek . [Thesis]. Brno University of Technology; 2010. Available from: http://hdl.handle.net/11012/14595

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


Brno University of Technology

29. Kuhejda, Lubomír. Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje .

Degree: 2014, Brno University of Technology

 Diplomová práce se zabývá strukturální analýzou tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje. Téma je navrženo firmou Vítkovice Gearworks a.s. Cílem práce je… (more)

Subjects/Keywords: Pohon; skříň převodovky; rám; ozubení; konečnoprvkový model; analýza.; Drive; gearbox housing; frame; gear; finite element model; analysis.

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

APA (6th Edition):

Kuhejda, L. (2014). Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34345

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):

Kuhejda, Lubomír. “Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje .” 2014. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/34345.

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

MLA Handbook (7th Edition):

Kuhejda, Lubomír. “Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje .” 2014. Web. 29 Mar 2020.

Vancouver:

Kuhejda L. Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/34345.

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

Council of Science Editors:

Kuhejda L. Posouzení tělesa převodovky a rámu pohonu kolesa kombinovaného skládkového stroje . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34345

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


Brno University of Technology

30. Klezla, Vojtěch. Rám pro stacionární hydraulické zařízení .

Degree: 2016, Brno University of Technology

 Předmětem této diplomové práce je konstrukční návrh a pevnostní výpočet rámu pro stacionární hydraulické zařízení. Pevnostní výpočet je proveden pomocí metody konečných prvků. V práci… (more)

Subjects/Keywords: Rám; stacionární zařízení; hydraulika; metoda konečných prvků; pevnostní analýza; Frame; stationary device; hydraulics; finite element method; strength analysis

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

APA (6th Edition):

Klezla, V. (2016). Rám pro stacionární hydraulické zařízení . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/59553

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):

Klezla, Vojtěch. “Rám pro stacionární hydraulické zařízení .” 2016. Thesis, Brno University of Technology. Accessed March 29, 2020. http://hdl.handle.net/11012/59553.

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

MLA Handbook (7th Edition):

Klezla, Vojtěch. “Rám pro stacionární hydraulické zařízení .” 2016. Web. 29 Mar 2020.

Vancouver:

Klezla V. Rám pro stacionární hydraulické zařízení . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11012/59553.

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

Council of Science Editors:

Klezla V. Rám pro stacionární hydraulické zařízení . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/59553

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

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