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You searched for subject:(structural mechanics). Showing records 91 – 120 of 392 total matches.

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Indian Institute of Science

91. Sundar, V S. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.

Degree: 2013, Indian Institute of Science

 Monte Carlo simulation techniques have emerged as widely accepted computing tools in tackling many problems in modern structural mechanics. Apart from developments in computational hardware,… (more)

Subjects/Keywords: Structural Reliability; Monte Carlo Simulations; Structural Reliability Modeling; Time Variant Reliability Analysis; Nonlinear Vibrating Systems - Time Variant Reliability; Random Vibration Testing; Structural Dynamical Systems - Time Variant Reliability; Structural Reliability Model; Time Variant Reliability Model; Structural Mechanics; Nonlinear Dynamical Systems - Reliability Modeling; Reliability Models; Structural Reliability Testing; Girsanov's Transformation; Civil Engineering

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

APA (6th Edition):

Sundar, V. S. (2013). Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-Abs.pdf

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):

Sundar, V S. “Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.” 2013. Thesis, Indian Institute of Science. Accessed January 29, 2020. http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-Abs.pdf.

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

MLA Handbook (7th Edition):

Sundar, V S. “Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.” 2013. Web. 29 Jan 2020.

Vancouver:

Sundar VS. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Jan 29]. Available from: http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-Abs.pdf.

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

Council of Science Editors:

Sundar VS. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-Abs.pdf

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


University of Cincinnati

92. Pandiya, Nimish. Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom.

Degree: MS, Engineering and Applied Science: Mechanical Engineering, 2017, University of Cincinnati

 Historically, efforts towards vibration testing for nonlinear applications have been focused on single modes in continuous models or rigid body modes in multiple degree of… (more)

Subjects/Keywords: Mechanics; Mechanical Engineering; nonlinear vibration; test rig; multiple input multiple output MIMO; multiple degrees of freedom MDOF; testing; structural dynamics

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APA (6th Edition):

Pandiya, N. (2017). Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504879018436068

Chicago Manual of Style (16th Edition):

Pandiya, Nimish. “Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom.” 2017. Masters Thesis, University of Cincinnati. Accessed January 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504879018436068.

MLA Handbook (7th Edition):

Pandiya, Nimish. “Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom.” 2017. Web. 29 Jan 2020.

Vancouver:

Pandiya N. Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2020 Jan 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504879018436068.

Council of Science Editors:

Pandiya N. Design and Validation of a MIMO Nonlinear Vibration Test Rig with Hardening Stiffness Characteristics in Multiple Degrees of Freedom. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504879018436068

93. Leonel, Edson Denner. Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga.

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

Apresentam-se neste trabalho formulações do método dos elementos de contorno (MEC), visando sua utilização em problemas de fratura e também de modelos de confiabilidade e… (more)

Subjects/Keywords: Boundary element method; Confiabilidade estrutural; Fatigue; Fracture mechanics; Mecânica da fratura; Método dos elementos de contorno; Optimization; Otimização; Structural reliability

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APA (6th Edition):

Leonel, E. D. (2009). Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26012010-092236/ ;

Chicago Manual of Style (16th Edition):

Leonel, Edson Denner. “Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga.” 2009. Doctoral Dissertation, University of São Paulo. Accessed January 29, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26012010-092236/ ;.

MLA Handbook (7th Edition):

Leonel, Edson Denner. “Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga.” 2009. Web. 29 Jan 2020.

Vancouver:

Leonel ED. Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga. [Internet] [Doctoral dissertation]. University of São Paulo; 2009. [cited 2020 Jan 29]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26012010-092236/ ;.

Council of Science Editors:

Leonel ED. Modelos não lineares do método dos elementos de contorno para análise de problemas de fratura e aplicação de modelos de confiabilidade e otimização em estruturas submetidas à fadiga. [Doctoral Dissertation]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26012010-092236/ ;

94. Cravero, Sebastian. Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade.

Degree: PhD, Engenharia Naval e Oceânica, 2007, University of São Paulo

Este trabalho apresenta o desenvolvimento de procedimentos para a medição de curvas de resistência J-R em espécimes SE(T) usando os métodos de flexibilidade elástica e… (more)

Subjects/Keywords: Compliance; Ductile fracture; Fracture mechanics; Gas pipelines; J integral; JR curves; Mecânica da fratura; SET specimens; Structural integrity

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APA (6th Edition):

Cravero, S. (2007). Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3135/tde-14012008-104232/ ;

Chicago Manual of Style (16th Edition):

Cravero, Sebastian. “Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade.” 2007. Doctoral Dissertation, University of São Paulo. Accessed January 29, 2020. http://www.teses.usp.br/teses/disponiveis/3/3135/tde-14012008-104232/ ;.

MLA Handbook (7th Edition):

Cravero, Sebastian. “Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade.” 2007. Web. 29 Jan 2020.

Vancouver:

Cravero S. Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade. [Internet] [Doctoral dissertation]. University of São Paulo; 2007. [cited 2020 Jan 29]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3135/tde-14012008-104232/ ;.

Council of Science Editors:

Cravero S. Desenvolvimento de procedimentos para avaliação de curvas J-R em espécimes à fratura SE(T) utilizando o método de flexibilidade. [Doctoral Dissertation]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/3/3135/tde-14012008-104232/ ;


University of Aberdeen

95. Said, Mohd Noor Bin Mohd. Effect of loading rate on the fracture toughness of structural steel weld metal.

Degree: PhD, 1989, University of Aberdeen

 Defect assessment against fracture initiated failure is carried out using fracture characterising parameters determined under quasi-static rates of loading. In practice, however, there are many… (more)

Subjects/Keywords: 669; Steel, Structural : Steel : Fracture mechanics : Metals

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APA (6th Edition):

Said, M. N. B. M. (1989). Effect of loading rate on the fracture toughness of structural steel weld metal. (Doctoral Dissertation). University of Aberdeen. Retrieved from http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=59650 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234362

Chicago Manual of Style (16th Edition):

Said, Mohd Noor Bin Mohd. “Effect of loading rate on the fracture toughness of structural steel weld metal.” 1989. Doctoral Dissertation, University of Aberdeen. Accessed January 29, 2020. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=59650 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234362.

MLA Handbook (7th Edition):

Said, Mohd Noor Bin Mohd. “Effect of loading rate on the fracture toughness of structural steel weld metal.” 1989. Web. 29 Jan 2020.

Vancouver:

Said MNBM. Effect of loading rate on the fracture toughness of structural steel weld metal. [Internet] [Doctoral dissertation]. University of Aberdeen; 1989. [cited 2020 Jan 29]. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=59650 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234362.

Council of Science Editors:

Said MNBM. Effect of loading rate on the fracture toughness of structural steel weld metal. [Doctoral Dissertation]. University of Aberdeen; 1989. Available from: http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=59650 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234362


Michigan Technological University

96. Asayesh Ardakani, Hasti. IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS.

Degree: PhD, Department of Mechanical Engineering-Engineering Mechanics, 2016, Michigan Technological University

  Interesting structures and properties of transition metal oxides have been characterized by many techniques and used for various device applications. However, simultaneous correlation between… (more)

Subjects/Keywords: In situ STEM; Phase transition; VO2; sodiation; lithiation; ZnO; nanowires; Mechanics of Materials; Nanoscience and Nanotechnology; Structural Materials

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APA (6th Edition):

Asayesh Ardakani, H. (2016). IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS. (Doctoral Dissertation). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/149

Chicago Manual of Style (16th Edition):

Asayesh Ardakani, Hasti. “IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS.” 2016. Doctoral Dissertation, Michigan Technological University. Accessed January 29, 2020. http://digitalcommons.mtu.edu/etdr/149.

MLA Handbook (7th Edition):

Asayesh Ardakani, Hasti. “IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS.” 2016. Web. 29 Jan 2020.

Vancouver:

Asayesh Ardakani H. IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS. [Internet] [Doctoral dissertation]. Michigan Technological University; 2016. [cited 2020 Jan 29]. Available from: http://digitalcommons.mtu.edu/etdr/149.

Council of Science Editors:

Asayesh Ardakani H. IN SITU STEM STUDY OF METAL OXIDES NANOWIRES FOR NANOELECTRONICS AND ENERGY STORAGE SYSTEMS. [Doctoral Dissertation]. Michigan Technological University; 2016. Available from: http://digitalcommons.mtu.edu/etdr/149


University of Tasmania

97. Gregory, MS. The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures.

Degree: 1960, University of Tasmania

 Ths work described in this thesis has been carried out in the Civil Engineering Department of the University of Tasmania during the period July, 1956… (more)

Subjects/Keywords: Strains and stresses; Buckling (Mechanics); Structural stability

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APA (6th Edition):

Gregory, M. (1960). The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures. (Thesis). University of Tasmania. Retrieved from https://eprints.utas.edu.au/20012/1/whole_GregoryM1960_thesis.pdf

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):

Gregory, MS. “The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures.” 1960. Thesis, University of Tasmania. Accessed January 29, 2020. https://eprints.utas.edu.au/20012/1/whole_GregoryM1960_thesis.pdf.

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

MLA Handbook (7th Edition):

Gregory, MS. “The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures.” 1960. Web. 29 Jan 2020.

Vancouver:

Gregory M. The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures. [Internet] [Thesis]. University of Tasmania; 1960. [cited 2020 Jan 29]. Available from: https://eprints.utas.edu.au/20012/1/whole_GregoryM1960_thesis.pdf.

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

Council of Science Editors:

Gregory M. The buckling of structures : with particular reference to structures containing bolted angle-section members and lightweight structures. [Thesis]. University of Tasmania; 1960. Available from: https://eprints.utas.edu.au/20012/1/whole_GregoryM1960_thesis.pdf

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


Michigan Technological University

98. Kulkarni, Amruta V. FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION.

Degree: MS, Department of Mechanical Engineering-Engineering Mechanics, 2016, Michigan Technological University

  The purpose of this study is to conduct structural optimization of a non-conventional CNG (Compressed Natural Gas) fuel tank. Most of the commercially used… (more)

Subjects/Keywords: Finite element analysis; Topology Optimization; FEA; CAE; Drop test; CNG Tank; Structural analysis; Applied Mechanics; Computer-Aided Engineering and Design

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APA (6th Edition):

Kulkarni, A. V. (2016). FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION. (Masters Thesis). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/276

Chicago Manual of Style (16th Edition):

Kulkarni, Amruta V. “FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION.” 2016. Masters Thesis, Michigan Technological University. Accessed January 29, 2020. http://digitalcommons.mtu.edu/etdr/276.

MLA Handbook (7th Edition):

Kulkarni, Amruta V. “FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION.” 2016. Web. 29 Jan 2020.

Vancouver:

Kulkarni AV. FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION. [Internet] [Masters thesis]. Michigan Technological University; 2016. [cited 2020 Jan 29]. Available from: http://digitalcommons.mtu.edu/etdr/276.

Council of Science Editors:

Kulkarni AV. FINITE ELEMENT ANALYSIS OF CONFORMABLE CNG TANK – TOPOLOGY OPTIMIZATION AND DROP TEST SIMULATION. [Masters Thesis]. Michigan Technological University; 2016. Available from: http://digitalcommons.mtu.edu/etdr/276


University of New Mexico

99. Xia, Tong. Effect of air on vibration of structures.

Degree: Civil Engineering, 2010, University of New Mexico

 This research primarily studies the effect of air on vibration of structures. Theoretical solutions based on various physics are derived and compared with experimental results… (more)

Subjects/Keywords: Structural dynamics; Vibration; Damping (Mechanics); Air pressure; Aerodynamics; Sound-waves; Acoustic radiation pressure; Fluid dynamics; Fluid-structure interaction.

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APA (6th Edition):

Xia, T. (2010). Effect of air on vibration of structures. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/11180

Chicago Manual of Style (16th Edition):

Xia, Tong. “Effect of air on vibration of structures.” 2010. Masters Thesis, University of New Mexico. Accessed January 29, 2020. http://hdl.handle.net/1928/11180.

MLA Handbook (7th Edition):

Xia, Tong. “Effect of air on vibration of structures.” 2010. Web. 29 Jan 2020.

Vancouver:

Xia T. Effect of air on vibration of structures. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/1928/11180.

Council of Science Editors:

Xia T. Effect of air on vibration of structures. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/11180


Portland State University

100. Al-lami, Karrar Ali. Experimental Investigation of Fiber Reinforced Concrete Beams.

Degree: MS(M.S.) in Civil & Environmental Engineering, Civil and Environmental Engineering, 2015, Portland State University

  Shear strength of fiber reinforced concrete beams was studied in this research project. Three types of fibers were examined: hooked-end steel fiber, crimped-steel fiber,… (more)

Subjects/Keywords: Fiber-reinforced concrete  – Testing; Concrete beams  – Testing; Shear (Mechanics); Metal fibers; Polypropylene fibers; Civil and Environmental Engineering; Structural Engineering

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APA (6th Edition):

Al-lami, K. A. (2015). Experimental Investigation of Fiber Reinforced Concrete Beams. (Masters Thesis). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/2296

Chicago Manual of Style (16th Edition):

Al-lami, Karrar Ali. “Experimental Investigation of Fiber Reinforced Concrete Beams.” 2015. Masters Thesis, Portland State University. Accessed January 29, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/2296.

MLA Handbook (7th Edition):

Al-lami, Karrar Ali. “Experimental Investigation of Fiber Reinforced Concrete Beams.” 2015. Web. 29 Jan 2020.

Vancouver:

Al-lami KA. Experimental Investigation of Fiber Reinforced Concrete Beams. [Internet] [Masters thesis]. Portland State University; 2015. [cited 2020 Jan 29]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/2296.

Council of Science Editors:

Al-lami KA. Experimental Investigation of Fiber Reinforced Concrete Beams. [Masters Thesis]. Portland State University; 2015. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/2296


University of Nairobi

101. Rading, George Odera. Fatigue crack propagation in structural steel .

Degree: 1983, University of Nairobi

 For several years now, structural steel consumers in Kenya have been using locally cast and rolled steel products. Some of these consumers, (notably fabricators of… (more)

Subjects/Keywords: Fracture mechanics; Structural steel; Applications; Fatigue; Crack propagation

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APA (6th Edition):

Rading, G. O. (1983). Fatigue crack propagation in structural steel . (Thesis). University of Nairobi. Retrieved from http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/16196

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):

Rading, George Odera. “Fatigue crack propagation in structural steel .” 1983. Thesis, University of Nairobi. Accessed January 29, 2020. http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/16196.

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

MLA Handbook (7th Edition):

Rading, George Odera. “Fatigue crack propagation in structural steel .” 1983. Web. 29 Jan 2020.

Vancouver:

Rading GO. Fatigue crack propagation in structural steel . [Internet] [Thesis]. University of Nairobi; 1983. [cited 2020 Jan 29]. Available from: http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/16196.

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

Council of Science Editors:

Rading GO. Fatigue crack propagation in structural steel . [Thesis]. University of Nairobi; 1983. Available from: http://erepository.uonbi.ac.ke:8080/xmlui/handle/123456789/16196

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


University of Cincinnati

102. Hehr, Adam J. Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials.

Degree: MS, Engineering and Applied Science: Mechanical Engineering, 2013, University of Cincinnati

 This thesis investigates the use of carbon nanotube (CNT) thread for use in distributed structural health monitoring (SHM) systems, specifically as an embedded damage and… (more)

Subjects/Keywords: Mechanics; carbon nanotube; structural health monitoring; embedded sensing; composite materials; carbon nanotube thread; strain and damage sensing

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APA (6th Edition):

Hehr, A. J. (2013). Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1367923994

Chicago Manual of Style (16th Edition):

Hehr, Adam J. “Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials.” 2013. Masters Thesis, University of Cincinnati. Accessed January 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1367923994.

MLA Handbook (7th Edition):

Hehr, Adam J. “Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials.” 2013. Web. 29 Jan 2020.

Vancouver:

Hehr AJ. Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials. [Internet] [Masters thesis]. University of Cincinnati; 2013. [cited 2020 Jan 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1367923994.

Council of Science Editors:

Hehr AJ. Embedded Carbon Nanotube Thread Strain and Damage Sensor for Composite Materials. [Masters Thesis]. University of Cincinnati; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1367923994


University of Cincinnati

103. Sun, Guohua. Active Control of Impact Acoustic Noise.

Degree: PhD, Engineering and Applied Science: Mechanical Engineering, 2013, University of Cincinnati

 Active noise control (ANC) has drawn widespread research interest in both academia and industry during the last two decades, especially in the automotive industry where… (more)

Subjects/Keywords: Mechanics; Active noise control; Impulsive or impact noise; Road noise; FXLMS algorithm; Structural acoustics; Adaptive filtering

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APA (6th Edition):

Sun, G. (2013). Active Control of Impact Acoustic Noise. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1413542213

Chicago Manual of Style (16th Edition):

Sun, Guohua. “Active Control of Impact Acoustic Noise.” 2013. Doctoral Dissertation, University of Cincinnati. Accessed January 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1413542213.

MLA Handbook (7th Edition):

Sun, Guohua. “Active Control of Impact Acoustic Noise.” 2013. Web. 29 Jan 2020.

Vancouver:

Sun G. Active Control of Impact Acoustic Noise. [Internet] [Doctoral dissertation]. University of Cincinnati; 2013. [cited 2020 Jan 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1413542213.

Council of Science Editors:

Sun G. Active Control of Impact Acoustic Noise. [Doctoral Dissertation]. University of Cincinnati; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1413542213


Portland State University

104. Bazáez Gallardo, Ramiro Andrés Gabriel. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.

Degree: PhD, Civil and Environmental Engineering, 2017, Portland State University

  Typical reinforced concrete (RC) bridges built prior to 1970 were designed with minimum seismic consideration, leaving numerous bridges highly susceptible to damage following an… (more)

Subjects/Keywords: Bridges  – Retrofitting  – Evaluation; Buckling (Mechanics); Reinforced concrete  – Earthquake effects  – Testing; Earthquake resistant design; Subduction zones; Civil and Environmental Engineering; Structural Engineering

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

APA (6th Edition):

Bazáez Gallardo, R. A. G. (2017). Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. (Doctoral Dissertation). Portland State University. Retrieved from https://pdxscholar.library.pdx.edu/open_access_etds/3476

Chicago Manual of Style (16th Edition):

Bazáez Gallardo, Ramiro Andrés Gabriel. “Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.” 2017. Doctoral Dissertation, Portland State University. Accessed January 29, 2020. https://pdxscholar.library.pdx.edu/open_access_etds/3476.

MLA Handbook (7th Edition):

Bazáez Gallardo, Ramiro Andrés Gabriel. “Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces.” 2017. Web. 29 Jan 2020.

Vancouver:

Bazáez Gallardo RAG. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. [Internet] [Doctoral dissertation]. Portland State University; 2017. [cited 2020 Jan 29]. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3476.

Council of Science Editors:

Bazáez Gallardo RAG. Achieving Operational Seismic Performance of RC Bridge Bents Retrofitted with Buckling-Restrained Braces. [Doctoral Dissertation]. Portland State University; 2017. Available from: https://pdxscholar.library.pdx.edu/open_access_etds/3476


University of California – San Diego

105. Trautner, Christopher Anderson. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.

Degree: Structural Engineering, 2016, University of California – San Diego

 Baseplate connections, typically consisting of a steel baseplate welded to the terminus of a structural member, concrete anchors, and grout, are common features in buildings… (more)

Subjects/Keywords: Civil engineering; Mechanical engineering; Mechanics; Column Uplift; Concrete Anchorage; Ductility; Earthquake Engineering; Rocking Systems; Structural Engineering

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APA (6th Edition):

Trautner, C. A. (2016). Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/9vg3s3tv

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):

Trautner, Christopher Anderson. “Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.” 2016. Thesis, University of California – San Diego. Accessed January 29, 2020. http://www.escholarship.org/uc/item/9vg3s3tv.

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

MLA Handbook (7th Edition):

Trautner, Christopher Anderson. “Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems.” 2016. Web. 29 Jan 2020.

Vancouver:

Trautner CA. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. [Internet] [Thesis]. University of California – San Diego; 2016. [cited 2020 Jan 29]. Available from: http://www.escholarship.org/uc/item/9vg3s3tv.

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

Council of Science Editors:

Trautner CA. Steel Baseplate Connections with Ductile Anchors for the Improved Seismic Performance of Structural Systems. [Thesis]. University of California – San Diego; 2016. Available from: http://www.escholarship.org/uc/item/9vg3s3tv

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


University of Florida

106. Golzbein, Jason. Shear Strength of Anchor Steel with Stand-off Base Plate.

Degree: 2010, University of Florida

 The current design of embedded anchors in shear is based on connections where the base plate is mounted flush with the concrete surface. However, cantilever… (more)

Subjects/Keywords: Adhesives; Base courses; Concretes; Diameters; Hydraulics; Nuts; Photographic plates; Shear strength; Steels; Structural deflection; Civil engineering; Shear (Mechanics)

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APA (6th Edition):

Golzbein, J. (2010). Shear Strength of Anchor Steel with Stand-off Base Plate. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/AA00057153

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):

Golzbein, Jason. “Shear Strength of Anchor Steel with Stand-off Base Plate.” 2010. Thesis, University of Florida. Accessed January 29, 2020. http://ufdc.ufl.edu/AA00057153.

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

MLA Handbook (7th Edition):

Golzbein, Jason. “Shear Strength of Anchor Steel with Stand-off Base Plate.” 2010. Web. 29 Jan 2020.

Vancouver:

Golzbein J. Shear Strength of Anchor Steel with Stand-off Base Plate. [Internet] [Thesis]. University of Florida; 2010. [cited 2020 Jan 29]. Available from: http://ufdc.ufl.edu/AA00057153.

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

Council of Science Editors:

Golzbein J. Shear Strength of Anchor Steel with Stand-off Base Plate. [Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/AA00057153

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


University of Tennessee – Knoxville

107. Shassere, Benjamin Allen. Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase.

Degree: 2016, University of Tennessee – Knoxville

 Type IV cracking in weldments of steel pipes after creep deformation is a concern in modern fossil-fueled power plants. Two possible methods for minimizing or… (more)

Subjects/Keywords: Grade 91 Steel; Fe-Cr-Al Alloy; Thermo-Mechanical Treatment; Creep; Microstructure; Precipitates; Mechanics of Materials; Metallurgy; Structural Materials

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APA (6th Edition):

Shassere, B. A. (2016). Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/4166

Chicago Manual of Style (16th Edition):

Shassere, Benjamin Allen. “Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase.” 2016. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed January 29, 2020. https://trace.tennessee.edu/utk_graddiss/4166.

MLA Handbook (7th Edition):

Shassere, Benjamin Allen. “Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase.” 2016. Web. 29 Jan 2020.

Vancouver:

Shassere BA. Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2016. [cited 2020 Jan 29]. Available from: https://trace.tennessee.edu/utk_graddiss/4166.

Council of Science Editors:

Shassere BA. Microstructure Control and Correlation to Creep Properties in Grade 91 Steel Weldment After Thermo-Mechanical Treatments and an Fe-30Cr-3Al Alloy Strengthened by Fe2Nb Laves Phase. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2016. Available from: https://trace.tennessee.edu/utk_graddiss/4166


Virginia Tech

108. Krause, William Nelson. On the vibration analysis of a complex foundation.

Degree: MS, Engineering Mechanics, 1965, Virginia Tech

Subjects/Keywords: LD5655.V855 1965.K728; Structural dynamics; Matrix mechanics

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APA (6th Edition):

Krause, W. N. (1965). On the vibration analysis of a complex foundation. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/74612

Chicago Manual of Style (16th Edition):

Krause, William Nelson. “On the vibration analysis of a complex foundation.” 1965. Masters Thesis, Virginia Tech. Accessed January 29, 2020. http://hdl.handle.net/10919/74612.

MLA Handbook (7th Edition):

Krause, William Nelson. “On the vibration analysis of a complex foundation.” 1965. Web. 29 Jan 2020.

Vancouver:

Krause WN. On the vibration analysis of a complex foundation. [Internet] [Masters thesis]. Virginia Tech; 1965. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10919/74612.

Council of Science Editors:

Krause WN. On the vibration analysis of a complex foundation. [Masters Thesis]. Virginia Tech; 1965. Available from: http://hdl.handle.net/10919/74612


Université Montpellier II

109. Mahé, Stéphanie. Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project.

Degree: Docteur es, Géosciences, 2013, Université Montpellier II

Le massif de marbres de Saint-Béat se situe dans la Zone Interne Métamorphique des Pyrénées centrales françaises. Il est formé de sédiments mésozoïques métamorphisés lors… (more)

Subjects/Keywords: Géologie structurale; Déformation ductile; Tectonique cassante; Mécanique des roches; Pyrénées; Marbre; Structural geology; Ductile deformation; Brittle tectonics; Rock mechanics; Pyrenees; Marble

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APA (6th Edition):

Mahé, S. (2013). Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project. (Doctoral Dissertation). Université Montpellier II. Retrieved from http://www.theses.fr/2013MON20254

Chicago Manual of Style (16th Edition):

Mahé, Stéphanie. “Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project.” 2013. Doctoral Dissertation, Université Montpellier II. Accessed January 29, 2020. http://www.theses.fr/2013MON20254.

MLA Handbook (7th Edition):

Mahé, Stéphanie. “Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project.” 2013. Web. 29 Jan 2020.

Vancouver:

Mahé S. Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project. [Internet] [Doctoral dissertation]. Université Montpellier II; 2013. [cited 2020 Jan 29]. Available from: http://www.theses.fr/2013MON20254.

Council of Science Editors:

Mahé S. Etude de la fracturation et de la déformation d'un massif rocheux aux abords d'une faille d'échelle crustale dans le cadre du tracé du tunnel routier de Saint-Béat : Deformation and fracturing in a rock mass near a crustal scale fault. Geology, rock mechanics and implications for a tunnel project. [Doctoral Dissertation]. Université Montpellier II; 2013. Available from: http://www.theses.fr/2013MON20254


University of Arizona

110. MUQTADIR, ABDUL. THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS.

Degree: 1984, University of Arizona

 Analysis and design of structures supported by geological media pose various complexities such as nonlinear behavior of supporting media, nature of loading, irregularities in geometry… (more)

Subjects/Keywords: Soil mechanics.; Soils  – Plastic properties.; Structural engineering.

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APA (6th Edition):

MUQTADIR, A. (1984). THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS. (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/187818

Chicago Manual of Style (16th Edition):

MUQTADIR, ABDUL. “THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS. ” 1984. Doctoral Dissertation, University of Arizona. Accessed January 29, 2020. http://hdl.handle.net/10150/187818.

MLA Handbook (7th Edition):

MUQTADIR, ABDUL. “THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS. ” 1984. Web. 29 Jan 2020.

Vancouver:

MUQTADIR A. THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS. [Internet] [Doctoral dissertation]. University of Arizona; 1984. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10150/187818.

Council of Science Editors:

MUQTADIR A. THREE-DIMENSIONAL NONLINEAR SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS AND ANCHORS. [Doctoral Dissertation]. University of Arizona; 1984. Available from: http://hdl.handle.net/10150/187818


University of Tennessee – Knoxville

111. Huang, Zuya. Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron.

Degree: MS, Nuclear Engineering, 2016, University of Tennessee – Knoxville

  Fe-based alloys are important structural materials for both fission and fusion energy. For fusion applications, the challenges of radiation-induced changes in microstructure, properties and… (more)

Subjects/Keywords: Helium; Iron; MD Simulation; Thermal Desorption Spectrometry (TDS); Thermal Desorption Spectrum (TDS) Measurement; Mechanics of Materials; Nuclear Engineering; Structural Materials

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APA (6th Edition):

Huang, Z. (2016). Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/3776

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

Chicago Manual of Style (16th Edition):

Huang, Zuya. “Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron.” 2016. Thesis, University of Tennessee – Knoxville. Accessed January 29, 2020. https://trace.tennessee.edu/utk_gradthes/3776.

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

MLA Handbook (7th Edition):

Huang, Zuya. “Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron.” 2016. Web. 29 Jan 2020.

Vancouver:

Huang Z. Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron. [Internet] [Thesis]. University of Tennessee – Knoxville; 2016. [cited 2020 Jan 29]. Available from: https://trace.tennessee.edu/utk_gradthes/3776.

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

Council of Science Editors:

Huang Z. Modeling and Experimental Investigation on the Influence of Radiation Defects on Helium Behavior in BCC Iron. [Thesis]. University of Tennessee – Knoxville; 2016. Available from: https://trace.tennessee.edu/utk_gradthes/3776

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


University of Tennessee – Knoxville

112. Doyle, Peter James. Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals.

Degree: MS, Nuclear Engineering, 2017, University of Tennessee – Knoxville

  Defect-free dislocation channel formation has been reported to promote plastic instability during tensile testing via localized plastic flow, leading to a distinct loss of… (more)

Subjects/Keywords: flow localization; defect-free channel formation; irradiation hardening; irradiation embrittlement; dislocation random walk; Mechanics of Materials; Nuclear Engineering; Structural Materials

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APA (6th Edition):

Doyle, P. J. (2017). Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/4947

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):

Doyle, Peter James. “Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals.” 2017. Thesis, University of Tennessee – Knoxville. Accessed January 29, 2020. https://trace.tennessee.edu/utk_gradthes/4947.

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

MLA Handbook (7th Edition):

Doyle, Peter James. “Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals.” 2017. Web. 29 Jan 2020.

Vancouver:

Doyle PJ. Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals. [Internet] [Thesis]. University of Tennessee – Knoxville; 2017. [cited 2020 Jan 29]. Available from: https://trace.tennessee.edu/utk_gradthes/4947.

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

Council of Science Editors:

Doyle PJ. Modeling of Dislocation Channel Formation and Evolution in Irradiated Metals. [Thesis]. University of Tennessee – Knoxville; 2017. Available from: https://trace.tennessee.edu/utk_gradthes/4947

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


University of North Texas

113. Chen, Yujie. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.

Degree: 2010, University of North Texas

 In this research, monotonic and cyclic tests on cold-formed steel shear walls sheathed with steel sheets on one side were conducted to (1) verify the… (more)

Subjects/Keywords: Shear wall; cold-formed steel; Shear (Mechanics); Shear walls.; Steel, Structural  – Testing.; Steel  – Cold working  – Testing.; Building, Iron and steel.

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APA (6th Edition):

Chen, Y. (2010). Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc30444/

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):

Chen, Yujie. “Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.” 2010. Thesis, University of North Texas. Accessed January 29, 2020. https://digital.library.unt.edu/ark:/67531/metadc30444/.

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

MLA Handbook (7th Edition):

Chen, Yujie. “Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing.” 2010. Web. 29 Jan 2020.

Vancouver:

Chen Y. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. [Internet] [Thesis]. University of North Texas; 2010. [cited 2020 Jan 29]. Available from: https://digital.library.unt.edu/ark:/67531/metadc30444/.

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

Council of Science Editors:

Chen Y. Nominal Shear Strength and Seismic Detailing of Cold-formed Steel Shear Walls using Steel Sheet Sheathing. [Thesis]. University of North Texas; 2010. Available from: https://digital.library.unt.edu/ark:/67531/metadc30444/

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


University of Adelaide

114. Lee, Yong Keat. Active vibration control of a piezoelectric laminate plate using spatial control approach.

Degree: 2005, University of Adelaide

 This thesis represents the work that has been done by the author during his Master of Engineering Science candidature in the area of vibration control… (more)

Subjects/Keywords: piezoelectric devices; damping (mechanics); vibration; acoustical engineering; structural dynamics

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APA (6th Edition):

Lee, Y. K. (2005). Active vibration control of a piezoelectric laminate plate using spatial control approach. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/37711

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):

Lee, Yong Keat. “Active vibration control of a piezoelectric laminate plate using spatial control approach.” 2005. Thesis, University of Adelaide. Accessed January 29, 2020. http://hdl.handle.net/2440/37711.

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

MLA Handbook (7th Edition):

Lee, Yong Keat. “Active vibration control of a piezoelectric laminate plate using spatial control approach.” 2005. Web. 29 Jan 2020.

Vancouver:

Lee YK. Active vibration control of a piezoelectric laminate plate using spatial control approach. [Internet] [Thesis]. University of Adelaide; 2005. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/2440/37711.

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

Council of Science Editors:

Lee YK. Active vibration control of a piezoelectric laminate plate using spatial control approach. [Thesis]. University of Adelaide; 2005. Available from: http://hdl.handle.net/2440/37711

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


University of Western Sydney

115. Tan, Ee Loon. The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion.

Degree: 2010, University of Western Sydney

 Composite steel-concrete construction has been widely used around the world. Techniques for the ultimate load analysis and design of composite steel-concrete beams are also well-established… (more)

Subjects/Keywords: Doctor of Philosophy (PhD); concrete beams; testing; composite construction; torsion; flexure; shear (mechanics); structural analysis (engineering)

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APA (6th Edition):

Tan, E. L. (2010). The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion. (Thesis). University of Western Sydney. Retrieved from http://handle.uws.edu.au:8081/1959.7/496956

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):

Tan, Ee Loon. “The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion.” 2010. Thesis, University of Western Sydney. Accessed January 29, 2020. http://handle.uws.edu.au:8081/1959.7/496956.

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

MLA Handbook (7th Edition):

Tan, Ee Loon. “The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion.” 2010. Web. 29 Jan 2020.

Vancouver:

Tan EL. The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion. [Internet] [Thesis]. University of Western Sydney; 2010. [cited 2020 Jan 29]. Available from: http://handle.uws.edu.au:8081/1959.7/496956.

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

Council of Science Editors:

Tan EL. The effects of partial shear connection on composite steel-concrete beams subjected to combined flexure and torsion. [Thesis]. University of Western Sydney; 2010. Available from: http://handle.uws.edu.au:8081/1959.7/496956

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


Tartu University

116. Polikarpus, Julia. Elastic plastic analysis and optimization of axisymmetric plates .

Degree: 2016, Tartu University

 Insenerimehaanikast on teada, et konstruktsioonielementide (talade, plaatide, koorikute) projekteerimisel on materjali kokkuhoiuks mõistlik arvestada lisaks elastsetele deformatsioonidele ka plastseid. Elastse deformatsiooni korral taastub keha esialgne… (more)

Subjects/Keywords: ehitusmehaanika; tööstusmatemaatika; plaadid; elastsus- ja plastsusteooria; structural mechanics; engineering mathematics; plates; theory of elasticity and ductility

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APA (6th Edition):

Polikarpus, J. (2016). Elastic plastic analysis and optimization of axisymmetric plates . (Thesis). Tartu University. Retrieved from http://hdl.handle.net/10062/53918

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):

Polikarpus, Julia. “Elastic plastic analysis and optimization of axisymmetric plates .” 2016. Thesis, Tartu University. Accessed January 29, 2020. http://hdl.handle.net/10062/53918.

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

MLA Handbook (7th Edition):

Polikarpus, Julia. “Elastic plastic analysis and optimization of axisymmetric plates .” 2016. Web. 29 Jan 2020.

Vancouver:

Polikarpus J. Elastic plastic analysis and optimization of axisymmetric plates . [Internet] [Thesis]. Tartu University; 2016. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10062/53918.

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

Council of Science Editors:

Polikarpus J. Elastic plastic analysis and optimization of axisymmetric plates . [Thesis]. Tartu University; 2016. Available from: http://hdl.handle.net/10062/53918

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


Purdue University

117. Moghaddam, Sina Mobasher. Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue.

Degree: PhD, Mechanical Engineering, 2016, Purdue University

  Rolling Contact Fatigue (RCF) is one the most common failure modes in bearings. RCF is usually associated with particular microstructural alterations. Such alterations (i.e.… (more)

Subjects/Keywords: Applied sciences; Bearing steel; Damage mechanics; Micro-structural damage; Rolling contact fatigue; Materials Science and Engineering; Mechanical Engineering

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

APA (6th Edition):

Moghaddam, S. M. (2016). Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/682

Chicago Manual of Style (16th Edition):

Moghaddam, Sina Mobasher. “Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue.” 2016. Doctoral Dissertation, Purdue University. Accessed January 29, 2020. https://docs.lib.purdue.edu/open_access_dissertations/682.

MLA Handbook (7th Edition):

Moghaddam, Sina Mobasher. “Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue.” 2016. Web. 29 Jan 2020.

Vancouver:

Moghaddam SM. Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2020 Jan 29]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/682.

Council of Science Editors:

Moghaddam SM. Analytical and experimental investigation of microstructural alterations in bearing steel in rolling contact fatigue. [Doctoral Dissertation]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_dissertations/682


University of Arizona

118. Whitmer, Arthur H., 1944-. Nonlinear joint rotations .

Degree: 1968, University of Arizona

Subjects/Keywords: Civil engineering  – Data processing.; Structural frames  – Testing.; Deformations (Mechanics)

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

APA (6th Edition):

Whitmer, Arthur H., 1. (1968). Nonlinear joint rotations . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/318168

Chicago Manual of Style (16th Edition):

Whitmer, Arthur H., 1944-. “Nonlinear joint rotations .” 1968. Masters Thesis, University of Arizona. Accessed January 29, 2020. http://hdl.handle.net/10150/318168.

MLA Handbook (7th Edition):

Whitmer, Arthur H., 1944-. “Nonlinear joint rotations .” 1968. Web. 29 Jan 2020.

Vancouver:

Whitmer, Arthur H. 1. Nonlinear joint rotations . [Internet] [Masters thesis]. University of Arizona; 1968. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10150/318168.

Council of Science Editors:

Whitmer, Arthur H. 1. Nonlinear joint rotations . [Masters Thesis]. University of Arizona; 1968. Available from: http://hdl.handle.net/10150/318168

119. Liolios, Angelos. Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση.

Degree: 2019, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

 This PhD Thesis is a contribution to the contemporary study and solution of the problem concerning the seismic strengthening of Reinforced Concrete Structures (RCS) using… (more)

Subjects/Keywords: Υπολογιστική μηχανική κατασκευών; Ενίσχυση κατασκευών με ελκυστήρες; Σεισμικές ακολουθίες; Computational structural mechanics; Seismic strengthening by ties; Multiple earthquakes

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

APA (6th Edition):

Liolios, A. (2019). Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/45922

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):

Liolios, Angelos. “Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση.” 2019. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed January 29, 2020. http://hdl.handle.net/10442/hedi/45922.

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

MLA Handbook (7th Edition):

Liolios, Angelos. “Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση.” 2019. Web. 29 Jan 2020.

Vancouver:

Liolios A. Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2019. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/10442/hedi/45922.

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

Council of Science Editors:

Liolios A. Μελέτη της ενίσχυσης φορέων από ωπλισμένο σκυρόδεμα με έμφαση στη χρήση ελκυστήρων: αναλυτική και πειραματική διερεύνηση. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2019. Available from: http://hdl.handle.net/10442/hedi/45922

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

120. Hedlund, André. Effective Finite Element Analysis Workflow for Structural Mechanics.

Degree: Applied Mechanics, 2015, Uppsala University

  The Finite Element Method (FEM) is a technique for finding the approximate solution of differential equations. It is commonly used in structural analysis to… (more)

Subjects/Keywords: Structural Mechanics; Finite Element Method; Salomé

…Element Method (FEM) for structural mechanics, and describes the different stages of… …of this thesis is on structural mechanics. The structure, where the differential equations… …structural mechanics the deformation and stresses are calculated for structural objects that are… …structural mechanics can relate to material, geometric, force and kinematic non-linearities; and… …in the current analysis workflow at Andritz. 2.1 Finite Element Method for Structural… 

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

APA (6th Edition):

Hedlund, A. (2015). Effective Finite Element Analysis Workflow for Structural Mechanics. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-254399

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):

Hedlund, André. “Effective Finite Element Analysis Workflow for Structural Mechanics.” 2015. Thesis, Uppsala University. Accessed January 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-254399.

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

MLA Handbook (7th Edition):

Hedlund, André. “Effective Finite Element Analysis Workflow for Structural Mechanics.” 2015. Web. 29 Jan 2020.

Vancouver:

Hedlund A. Effective Finite Element Analysis Workflow for Structural Mechanics. [Internet] [Thesis]. Uppsala University; 2015. [cited 2020 Jan 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-254399.

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

Council of Science Editors:

Hedlund A. Effective Finite Element Analysis Workflow for Structural Mechanics. [Thesis]. Uppsala University; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-254399

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

[1] [2] [3] [4] [5] [6] … [14]

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