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You searched for subject:(Rotational stiffness). Showing records 1 – 24 of 24 total matches.

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Virginia Tech

1. Verma, Amber. Influence of Column-Base Fixity On Lateral Drift of Gable Frames.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 In a typical light metal building, the structural members are designed for the forces and moments obtained from the wind drift analysis, which assumes pinned… (more)

Subjects/Keywords: Metal Buildings; Column-Base Connection; Rotational Stiffness; Maximum Bearing Pressure

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APA (6th Edition):

Verma, A. (2012). Influence of Column-Base Fixity On Lateral Drift of Gable Frames. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/42686

Chicago Manual of Style (16th Edition):

Verma, Amber. “Influence of Column-Base Fixity On Lateral Drift of Gable Frames.” 2012. Masters Thesis, Virginia Tech. Accessed November 15, 2019. http://hdl.handle.net/10919/42686.

MLA Handbook (7th Edition):

Verma, Amber. “Influence of Column-Base Fixity On Lateral Drift of Gable Frames.” 2012. Web. 15 Nov 2019.

Vancouver:

Verma A. Influence of Column-Base Fixity On Lateral Drift of Gable Frames. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10919/42686.

Council of Science Editors:

Verma A. Influence of Column-Base Fixity On Lateral Drift of Gable Frames. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/42686


Brigham Young University

2. Hanks, Kevin N. Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames.

Degree: MS, 2016, Brigham Young University

 Shallowly embedded column base connections with unreinforced block out concrete are a common method of connecting steel columns to their foundation. There has been little… (more)

Subjects/Keywords: steel columns; spread footings; shallowly embedded connection; block out; base plates; anchor bolts; lateral stiffness; rotational stiffness; Civil and Environmental Engineering

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APA (6th Edition):

Hanks, K. N. (2016). Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7261&context=etd

Chicago Manual of Style (16th Edition):

Hanks, Kevin N. “Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames.” 2016. Masters Thesis, Brigham Young University. Accessed November 15, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7261&context=etd.

MLA Handbook (7th Edition):

Hanks, Kevin N. “Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames.” 2016. Web. 15 Nov 2019.

Vancouver:

Hanks KN. Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames. [Internet] [Masters thesis]. Brigham Young University; 2016. [cited 2019 Nov 15]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7261&context=etd.

Council of Science Editors:

Hanks KN. Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames. [Masters Thesis]. Brigham Young University; 2016. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7261&context=etd


University of California – Irvine

3. TORRES, PABLO. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.

Degree: Civil Engineering, 2018, University of California – Irvine

 Analytical models for the characterization of the response of column base connections (i.e. exposed and embedded base plates) are developed and implemented in the Open… (more)

Subjects/Keywords: Civil engineering; Column Base Connections; Hysteretic Models; Rotational Stiffness; Seismic Demands; Steel Moment Frames

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APA (6th Edition):

TORRES, P. (2018). ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/40r716p7

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):

TORRES, PABLO. “ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.” 2018. Thesis, University of California – Irvine. Accessed November 15, 2019. http://www.escholarship.org/uc/item/40r716p7.

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

MLA Handbook (7th Edition):

TORRES, PABLO. “ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.” 2018. Web. 15 Nov 2019.

Vancouver:

TORRES P. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Nov 15]. Available from: http://www.escholarship.org/uc/item/40r716p7.

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

Council of Science Editors:

TORRES P. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/40r716p7

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


Brigham Young University

4. Sadler, Ashley Lauren. Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections.

Degree: MS, 2018, Brigham Young University

 Shallow embedded steel column connections are widely used in steel buildings; however, there is insufficient research about this connection type to understand the actual rotational(more)

Subjects/Keywords: steel columns; shallowly embedded connections; rotational stiffness; blockout; Civil and Environmental Engineering

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APA (6th Edition):

Sadler, A. L. (2018). Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7752&context=etd

Chicago Manual of Style (16th Edition):

Sadler, Ashley Lauren. “Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections.” 2018. Masters Thesis, Brigham Young University. Accessed November 15, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7752&context=etd.

MLA Handbook (7th Edition):

Sadler, Ashley Lauren. “Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections.” 2018. Web. 15 Nov 2019.

Vancouver:

Sadler AL. Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections. [Internet] [Masters thesis]. Brigham Young University; 2018. [cited 2019 Nov 15]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7752&context=etd.

Council of Science Editors:

Sadler AL. Rotational Stiffness Models for Shallow Embedded Column-to-Footing Connections. [Masters Thesis]. Brigham Young University; 2018. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7752&context=etd


University of Cincinnati

5. Pasha, Hasan G. Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements.

Degree: PhD, Engineering and Applied Science: Mechanical Engineering, 2014, University of Cincinnati

 Static structural stiffness is an important criterion in automobile structure designas it impacts vehicle handling, ride comfort, safety and durability. Traditionally,automobile manufacturers used special test… (more)

Subjects/Keywords: Mechanics; Static Torsional Stiffness; Static Bending Stiffness; Auto Body Stiffness Evaluation; Statics from Dynamics; Enhanced Rotational Compliance Function Method; Enhanced Bending Compliance Function Method

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APA (6th Edition):

Pasha, H. G. (2014). Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416569956

Chicago Manual of Style (16th Edition):

Pasha, Hasan G. “Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements.” 2014. Doctoral Dissertation, University of Cincinnati. Accessed November 15, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416569956.

MLA Handbook (7th Edition):

Pasha, Hasan G. “Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements.” 2014. Web. 15 Nov 2019.

Vancouver:

Pasha HG. Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements. [Internet] [Doctoral dissertation]. University of Cincinnati; 2014. [cited 2019 Nov 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416569956.

Council of Science Editors:

Pasha HG. Estimation of Static Stiffnesses from Free Boundary Dynamic (FRF) Measurements. [Doctoral Dissertation]. University of Cincinnati; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416569956

6. XUE JING. Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay.

Degree: 2010, National University of Singapore

Subjects/Keywords: Jack-up platforms; spudcan; rotational stiffness; bearing capacity; centrifuge

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APA (6th Edition):

JING, X. (2010). Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/17701

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):

JING, XUE. “Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay.” 2010. Thesis, National University of Singapore. Accessed November 15, 2019. http://scholarbank.nus.edu.sg/handle/10635/17701.

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

MLA Handbook (7th Edition):

JING, XUE. “Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay.” 2010. Web. 15 Nov 2019.

Vancouver:

JING X. Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay. [Internet] [Thesis]. National University of Singapore; 2010. [cited 2019 Nov 15]. Available from: http://scholarbank.nus.edu.sg/handle/10635/17701.

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

Council of Science Editors:

JING X. Rotational Stiffness and bearing capacity variation of spudcan under undrained and partially drained condition in clay. [Thesis]. National University of Singapore; 2010. Available from: http://scholarbank.nus.edu.sg/handle/10635/17701

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


Brno University of Technology

7. Šik, Jan. Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí .

Degree: 2015, Brno University of Technology

 Tato bakalářská práce se zaměřuje na analýzu skutečného chování styčníků ocelových prutových konstrukcí. V úvodních kapitolách jsou popsány jednotlivé přístupy k modelování styčníků. První přístup… (more)

Subjects/Keywords: Spoje ocelových konstrukcí; statická analýza; MKP; ANSYS; rotační tuhost; Connections of steel structures; static analysis; FEM; ANSYS; rotational stiffness

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APA (6th Edition):

Šik, J. (2015). Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42138

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):

Šik, Jan. “Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí .” 2015. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/42138.

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

MLA Handbook (7th Edition):

Šik, Jan. “Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí .” 2015. Web. 15 Nov 2019.

Vancouver:

Šik J. Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/42138.

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

Council of Science Editors:

Šik J. Vliv tuhosti spojů na namáhání ocelových prutových konstrukcí . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42138

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


EPFL

8. Yanes Armas, Sonia. Local structural effects in fiber-reinforced polymer web-core sandwich structures.

Degree: 2017, EPFL

 Glass fiber-reinforced polymer (GFRP) pultruded decks and sandwich panels currently represent two of the most extensive applications of FRP materials for load-bearing structural components in… (more)

Subjects/Keywords: Glass fiber-reinforced polymer; pultruded bridge deck; sandwich structure; local effect; transverse behavior; web-flange junction; rotational stiffness; creep behavior; polyurethane foam

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APA (6th Edition):

Yanes Armas, S. (2017). Local structural effects in fiber-reinforced polymer web-core sandwich structures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/231044

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):

Yanes Armas, Sonia. “Local structural effects in fiber-reinforced polymer web-core sandwich structures.” 2017. Thesis, EPFL. Accessed November 15, 2019. http://infoscience.epfl.ch/record/231044.

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

MLA Handbook (7th Edition):

Yanes Armas, Sonia. “Local structural effects in fiber-reinforced polymer web-core sandwich structures.” 2017. Web. 15 Nov 2019.

Vancouver:

Yanes Armas S. Local structural effects in fiber-reinforced polymer web-core sandwich structures. [Internet] [Thesis]. EPFL; 2017. [cited 2019 Nov 15]. Available from: http://infoscience.epfl.ch/record/231044.

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

Council of Science Editors:

Yanes Armas S. Local structural effects in fiber-reinforced polymer web-core sandwich structures. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/231044

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


University of Houston

9. Kavoura, Florentia. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.

Degree: Civil and Environmental Engineering, Department of, 2016, University of Houston

 In the past few decades, the popularity of metal buildings has grown immensely and today, they are extensively used for low-rise constructions in United States.… (more)

Subjects/Keywords: Low-rise metal buildings; Base-plate connection; Rotational stiffness; Moment capacity; Hysteretic behavior; Design codes; Parametric study; Numerical modelling; Full-scale experiments

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APA (6th Edition):

Kavoura, F. (2016). Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3536

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):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Thesis, University of Houston. Accessed November 15, 2019. http://hdl.handle.net/10657/3536.

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

MLA Handbook (7th Edition):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Web. 15 Nov 2019.

Vancouver:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10657/3536.

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

Council of Science Editors:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3536

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

10. Young, Alexander. Validating Automotive Frame Torsion Stiffness Measurement Techniques.

Degree: MS, Engineering and Applied Science: Mechanical Engineering, 2016, University of Cincinnati

 The stiffness, particularly torsion stiffness, of a frame, body or chassis is of paramount concern to the automotive structural engineer. An accurate measurement of torsion… (more)

Subjects/Keywords: Mechanical Engineering; Mechanics; Static Torsion Stiffness; Rotational Compliance; eRCF

…estimate the total rotational compliance; thus, torsion stiffness near zero frequency: 19… …Torsion Stiffness Results 23 3.1.2 UC-FSAE 2016 Static Torsion Stiffness Results 24 3.1.3 UC… …FSAE 2016 Hub-to-hub Static Torsion Stiffness Results 25 3.2.1 eRCF MRIT DSP Parameters 28… …4.4 Hub-to-hub Stiffness Comparison 39 5.1 Comparing Section Rigidity 42 viii 1… …Introduction: Torsion Stiffness and Its Importance to the Automotive Structure In his seminal paper… 

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APA (6th Edition):

Young, A. (2016). Validating Automotive Frame Torsion Stiffness Measurement Techniques. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672143

Chicago Manual of Style (16th Edition):

Young, Alexander. “Validating Automotive Frame Torsion Stiffness Measurement Techniques.” 2016. Masters Thesis, University of Cincinnati. Accessed November 15, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672143.

MLA Handbook (7th Edition):

Young, Alexander. “Validating Automotive Frame Torsion Stiffness Measurement Techniques.” 2016. Web. 15 Nov 2019.

Vancouver:

Young A. Validating Automotive Frame Torsion Stiffness Measurement Techniques. [Internet] [Masters thesis]. University of Cincinnati; 2016. [cited 2019 Nov 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672143.

Council of Science Editors:

Young A. Validating Automotive Frame Torsion Stiffness Measurement Techniques. [Masters Thesis]. University of Cincinnati; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672143


University of Florida

11. Hansoge, Amrith Nagesh. Force Response and Stability of Deployable Mechanisms for Small Satellites.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2014, University of Florida

 In the past, deployable mechanisms for large satellites were developed and over time, highly efficient and multi-featured deployable structures were witnessed. However, with concerns over… (more)

Subjects/Keywords: Artificial satellites; Jacobians; Kinematics; Matrices; Mechanical forces; Mechanical springs; Simulations; Software; Spring constant; Stiffness; deployablemechanisms  – equilibrium  – equilibriumstability  – force  – forceresponse  – incremental  – response  – rotational  – rotationalsprings  – satellites  – small  – smallsatellites  – stability

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APA (6th Edition):

Hansoge, A. N. (2014). Force Response and Stability of Deployable Mechanisms for Small Satellites. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0047261

Chicago Manual of Style (16th Edition):

Hansoge, Amrith Nagesh. “Force Response and Stability of Deployable Mechanisms for Small Satellites.” 2014. Masters Thesis, University of Florida. Accessed November 15, 2019. http://ufdc.ufl.edu/UFE0047261.

MLA Handbook (7th Edition):

Hansoge, Amrith Nagesh. “Force Response and Stability of Deployable Mechanisms for Small Satellites.” 2014. Web. 15 Nov 2019.

Vancouver:

Hansoge AN. Force Response and Stability of Deployable Mechanisms for Small Satellites. [Internet] [Masters thesis]. University of Florida; 2014. [cited 2019 Nov 15]. Available from: http://ufdc.ufl.edu/UFE0047261.

Council of Science Editors:

Hansoge AN. Force Response and Stability of Deployable Mechanisms for Small Satellites. [Masters Thesis]. University of Florida; 2014. Available from: http://ufdc.ufl.edu/UFE0047261


Brno University of Technology

12. Balázs, Ivan. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu .

Degree: 2017, Brno University of Technology

 Disertační práce je zaměřena na problematiku stability ohýbaných ocelových tenkostěnných nosníků s vazbami vybočení z roviny ohybu a kroucení. V první části je nastíněn teoretický… (more)

Subjects/Keywords: Experiment; klopení; kritický moment; nosník; ocel; rotační tuhost; sendvičový panel; stabilizace; tenkostěnné prvky; Beam; critical moment; experiment; lateral-torsional buckling; rotational stiffness; sandwich panel; stabilization; steel; thin-walled members

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APA (6th Edition):

Balázs, I. (2017). Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70304

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):

Balázs, Ivan. “Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu .” 2017. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/70304.

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

MLA Handbook (7th Edition):

Balázs, Ivan. “Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu .” 2017. Web. 15 Nov 2019.

Vancouver:

Balázs I. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/70304.

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

Council of Science Editors:

Balázs I. Klopení tenkostěnných ocelových nosníků s vazbami vybočení z roviny ohybu . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/70304

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


EPFL

13. Roche, Stéphane Nicolas. Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures.

Degree: 2017, EPFL

 Historically based on the transfer of ancestral know-how, the art of carpentry changed considerably at the beginning of the 21st century with the arrival on… (more)

Subjects/Keywords: Wood-to-Wood Connection; Multiple Tab-and-Slot Joint; Through Tenon; Laminated Veneer Lumber (LVL); Semi-rigidity; Rotational Stiffness; Rotational Partial Compression Perpendicular to Grain; Analytical model; Non-linear moment-rotation relationship

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APA (6th Edition):

Roche, S. N. (2017). Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/233607

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):

Roche, Stéphane Nicolas. “Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures.” 2017. Thesis, EPFL. Accessed November 15, 2019. http://infoscience.epfl.ch/record/233607.

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

MLA Handbook (7th Edition):

Roche, Stéphane Nicolas. “Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures.” 2017. Web. 15 Nov 2019.

Vancouver:

Roche SN. Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures. [Internet] [Thesis]. EPFL; 2017. [cited 2019 Nov 15]. Available from: http://infoscience.epfl.ch/record/233607.

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

Council of Science Editors:

Roche SN. Semi-Rigid Moment-Resisting Behavior of Multiple Tab-and-Slot Joint for Freeform Timber Plate Structures. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/233607

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


Université de Bordeaux I

14. Abd Ghani, Murad. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.

Degree: Docteur es, Sciences physique et de l'ingénieur. Science du bois, 2008, Université de Bordeaux I

L’impact de la perte racinaire sur l’ancrage d’Eugenia grandis Wight et de Pinus pinaster Ait ainsi que la capacité de trois différentes espèces d’arbres (Fagus… (more)

Subjects/Keywords: Biomécanique; Stabilité mécanique; Rigidité rotationnelle d’ancrage; Tests de treuillage; Moment de rotation critique; Tranchée tangentielle; Eboulement; Biomechanics; Anchorage rotational stiffness; Critical turning moment; Rockfall; Mechanical stability and winching and trenching tests

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

APA (6th Edition):

Abd Ghani, M. (2008). Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. (Doctoral Dissertation). Université de Bordeaux I. Retrieved from http://www.theses.fr/2008BOR13634

Chicago Manual of Style (16th Edition):

Abd Ghani, Murad. “Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.” 2008. Doctoral Dissertation, Université de Bordeaux I. Accessed November 15, 2019. http://www.theses.fr/2008BOR13634.

MLA Handbook (7th Edition):

Abd Ghani, Murad. “Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices.” 2008. Web. 15 Nov 2019.

Vancouver:

Abd Ghani M. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. [Internet] [Doctoral dissertation]. Université de Bordeaux I; 2008. [cited 2019 Nov 15]. Available from: http://www.theses.fr/2008BOR13634.

Council of Science Editors:

Abd Ghani M. Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire : Deuterium/hydrogen exchanges in interstellar ices. [Doctoral Dissertation]. Université de Bordeaux I; 2008. Available from: http://www.theses.fr/2008BOR13634


Brno University of Technology

15. Podzemný, Zdeněk. Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých .

Degree: 2013, Brno University of Technology

 V této práci je zpracován kompletní postup určení tuhosti statorového svazku u elektrických strojů točivých s využitím metody konečných prvků (MKP), podle kterého byla následně… (more)

Subjects/Keywords: ANSYS; citlivostní analýza; elektrické točivé stroje; metoda konečných prvků; MKP; modální analýza; stator; statorový svazek; tuhost; vlastní frekvence; vlastní tvary.; ANSYS; FEA; FEM; finite element method; modal analysis; modal shapes; natural frequencies; rotational electrical machines; sensitivity analysis; stator; stator core; stiffness.

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APA (6th Edition):

Podzemný, Z. (2013). Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/25924

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):

Podzemný, Zdeněk. “Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých .” 2013. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/25924.

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

MLA Handbook (7th Edition):

Podzemný, Zdeněk. “Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých .” 2013. Web. 15 Nov 2019.

Vancouver:

Podzemný Z. Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/25924.

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

Council of Science Editors:

Podzemný Z. Vytvoření databáze tuhosti statorových svazků elektrických strojů točivých . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/25924

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


Brno University of Technology

16. Kalina, Martin. Modelování tlumících zařízení v interakci s konstrukcí .

Degree: 2013, Brno University of Technology

 Cílem mé diplomové práce bylo vytvoření modelu tlumících zařízení a pozorování jejích chování při spolupůsobení s konstrukcí. Nejprve byla konstrukce pomocí Java aplikace FyDiK2D samostatně… (more)

Subjects/Keywords: Java aplikace FyDiK2D; Visual Basic; hmotný bod; translační pružina; rotační pružina; tuhost; tlumení; konzola; kyvadlový tlumič; vozíkový tlumič; Java application FyDik2D; Visual Basic; mass point; translational spring; rotational spring; stiffness; damping; cantilever; pendulum damper; tuned mass damper

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APA (6th Edition):

Kalina, M. (2013). Modelování tlumících zařízení v interakci s konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29553

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):

Kalina, Martin. “Modelování tlumících zařízení v interakci s konstrukcí .” 2013. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/29553.

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

MLA Handbook (7th Edition):

Kalina, Martin. “Modelování tlumících zařízení v interakci s konstrukcí .” 2013. Web. 15 Nov 2019.

Vancouver:

Kalina M. Modelování tlumících zařízení v interakci s konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/29553.

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

Council of Science Editors:

Kalina M. Modelování tlumících zařízení v interakci s konstrukcí . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29553

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

17. Jones, Trevor Alexander. Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness.

Degree: MS, 2016, Brigham Young University

  Finite element models were created in Abaqus 6.14 to characterize the rotational stiffness of shallowly embedded column-foundation connections. Scripts were programmed to automate the… (more)

Subjects/Keywords: finite element modeling; finite element analysis; lateral stiffness; rotational stiffness; shallowly embedded connections; embedment; column connections; stiffness; Civil and Environmental Engineering

Rotational Stiffness (Gomez, 2010) ........................ 19 Figure 2-11: Assumed… …88 Figure 5-3: Rotational Stiffness; Cohesive Zone Models… …is quantified, they can be represented with rotational springs with particular stiffness… …analyzed to discover trends in rotational stiffness values. The results from the finite element… …rotational stiffness. The specimen demonstrated significantly greater strength than would have been… 

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

APA (6th Edition):

Jones, T. A. (2016). Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6865&context=etd

Chicago Manual of Style (16th Edition):

Jones, Trevor Alexander. “Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness.” 2016. Masters Thesis, Brigham Young University. Accessed November 15, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6865&context=etd.

MLA Handbook (7th Edition):

Jones, Trevor Alexander. “Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness.” 2016. Web. 15 Nov 2019.

Vancouver:

Jones TA. Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness. [Internet] [Masters thesis]. Brigham Young University; 2016. [cited 2019 Nov 15]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6865&context=etd.

Council of Science Editors:

Jones TA. Finite Element Modeling of Shallowly Embedded Connections to Characterize Rotational Stiffness. [Masters Thesis]. Brigham Young University; 2016. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6865&context=etd

18. Maharjan, Rabin. Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids.

Degree: 2013, Marquette University

 Resonant microcantilevers are often considered for use in chemical sensing and biosensing applications. However, when excited in the conventional transverse flexural mode, their performance in… (more)

Subjects/Keywords: Compliant support, Fluid-solid interaction, Microcantilever-based sensors, Quality factor, Resonant frequency, Rotational stiffness of support; Civil Engineering; Structural Engineering

…BETWEEN ROTATIONAL SUPPORT STIFFNESS AND THE PROBLEM PARAMETERS .............. 138 APPENDIX C… …vii LIST OF TABLES Table 5-1: Rotational stiffness of support based on 3-D finite element… …x28;5-6d). (Results are based on 3-D FEA results for rotational support stiffness… …k ≡ = rotational stiffness of support; kL EI = dimensionless rotational stiffness of… …quantify the rotational stiffness of the support in terms of system parameters via 3-D finite… 

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APA (6th Edition):

Maharjan, R. (2013). Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids. (Thesis). Marquette University. Retrieved from https://epublications.marquette.edu/dissertations_mu/275

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):

Maharjan, Rabin. “Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids.” 2013. Thesis, Marquette University. Accessed November 15, 2019. https://epublications.marquette.edu/dissertations_mu/275.

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

MLA Handbook (7th Edition):

Maharjan, Rabin. “Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids.” 2013. Web. 15 Nov 2019.

Vancouver:

Maharjan R. Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids. [Internet] [Thesis]. Marquette University; 2013. [cited 2019 Nov 15]. Available from: https://epublications.marquette.edu/dissertations_mu/275.

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

Council of Science Editors:

Maharjan R. Effect of Support Compliance on the Resonant Behavior of Microcantilever-Based Sensors in Viscous Fluids. [Thesis]. Marquette University; 2013. Available from: https://epublications.marquette.edu/dissertations_mu/275

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


McMaster University

19. El-Shafee, Osama. Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls.

Degree: MEngr, 1976, McMaster University

A method for tlie dynamic analysis· of planar coupled shear walls subjected to ground motions is developed herein. The method is capable of application… (more)

Subjects/Keywords: dynamic analysis; planar coupled shear walls; ground motions; nonuniform coupled shear walls; flexible foundations; yield hinges; stiffness; transfer matrix technique; continuum method; earthquake; rotational ductility factor; beams

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APA (6th Edition):

El-Shafee, O. (1976). Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17700

Chicago Manual of Style (16th Edition):

El-Shafee, Osama. “Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls.” 1976. Masters Thesis, McMaster University. Accessed November 15, 2019. http://hdl.handle.net/11375/17700.

MLA Handbook (7th Edition):

El-Shafee, Osama. “Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls.” 1976. Web. 15 Nov 2019.

Vancouver:

El-Shafee O. Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls. [Internet] [Masters thesis]. McMaster University; 1976. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11375/17700.

Council of Science Editors:

El-Shafee O. Elasto-Plastic Dynamic Analysis Of Coupled Shear Walls. [Masters Thesis]. McMaster University; 1976. Available from: http://hdl.handle.net/11375/17700

20. Ahn, Taesang. Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings.

Degree: 2011, University of Western Ontario

 The thesis presents a summary of Thin Spray-On Liner (TSL) effects on concrete. Three aspects, fire insulation, adhesion strength on concrete surface and load carrying… (more)

Subjects/Keywords: fire test; Thin Spray-On Liner; joint rotational stiffness; adhesion strength; flexural strength; finite element analysis; Geotechnical Engineering

…182 7.5.1 JOINT ROTATIONAL STIFFNESS… …205 8.2.3 JOINT ROTATIONAL STIFFNESS… …169 CHAPTER 7: NUMERICAL ANALYSIS OF JOINT ROTATIONAL STIFFNESS OF PRECAST SEGMENTAL… …x29; ... 196 7.8 Rotational stiffness (per meter) of the modern joint… …197 7.9 Rotational stiffness (per meter) of the flexible joint… 

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APA (6th Edition):

Ahn, T. (2011). Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/301

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):

Ahn, Taesang. “Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings.” 2011. Thesis, University of Western Ontario. Accessed November 15, 2019. https://ir.lib.uwo.ca/etd/301.

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

MLA Handbook (7th Edition):

Ahn, Taesang. “Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings.” 2011. Web. 15 Nov 2019.

Vancouver:

Ahn T. Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings. [Internet] [Thesis]. University of Western Ontario; 2011. [cited 2019 Nov 15]. Available from: https://ir.lib.uwo.ca/etd/301.

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

Council of Science Editors:

Ahn T. Thermal and Mechanical Studies of Thin Spray-On Liner (TSL) for Concrete Tunnel Linings. [Thesis]. University of Western Ontario; 2011. Available from: https://ir.lib.uwo.ca/etd/301

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

21. Xin, Ming. Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot.

Degree: MS, Mechanical Engineering (Engineering and Technology), 2008, Ohio University

 The Contour Crafting Cartesian Cable (C4) Robot is a type of cable-suspended robot that applies Contour Crafting (CC) technology. CC Technology is a new technology… (more)

Subjects/Keywords: Civil Engineering; Engineering; Mechanical Engineering; Kinematics; Dynamics; Computed-torque Control; Workspace; Stiffness; Translational Stiffness; Rotational Stiffness; Cable-suspended Robot; Contour Crafting Cartesian Cable Robot; Cartesian motion; Positive cable tensions; Pesudostatics

…Concepts ...............................117 Table 3.III Rotational Stiffness Eigenvalue of Both… …Concepts ......................................119 Table 3.V Rotational Stiffness Norms of Both… …between Two Concepts ..............................123 Table 3.VII Rotational Stiffness Norm… …139 Figure 3.59 Rotational Stiffness Vertical Dependence… …141 Figure 3.60 Rotational Stiffness of Concept 4 at h = 0 m, z = 3 m… 

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APA (6th Edition):

Xin, M. (2008). Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1213223249

Chicago Manual of Style (16th Edition):

Xin, Ming. “Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot.” 2008. Masters Thesis, Ohio University. Accessed November 15, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1213223249.

MLA Handbook (7th Edition):

Xin, Ming. “Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot.” 2008. Web. 15 Nov 2019.

Vancouver:

Xin M. Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2019 Nov 15]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1213223249.

Council of Science Editors:

Xin M. Kinematics, Dynamics, and Controller Design for the Contour Crafting Cartesian Cable (C4) Robot. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1213223249

22. Χριστίτσας, Αλέξανδρος. Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος.

Degree: 2006, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

The present research is focused on the behavior of a type of joint between hollow sections. A theoretical model is created with the finite element… (more)

Subjects/Keywords: Τετραγωνικές κοίλες διατομές; Κόμβοι ροπής; Ανάλυση με πεπερασμένα στοιχεία; Όρια ταξινόμησης; Στροφική ακαμψία; Πειραματικός έλεγχος; Square hollow sections; Moment joints; Analysis with fem method; Classification limits; Rotational stiffness; Experimental study

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APA (6th Edition):

Χριστίτσας, . . (2006). Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/21981

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):

Χριστίτσας, Αλέξανδρος. “Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος.” 2006. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed November 15, 2019. http://hdl.handle.net/10442/hedi/21981.

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

MLA Handbook (7th Edition):

Χριστίτσας, Αλέξανδρος. “Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος.” 2006. Web. 15 Nov 2019.

Vancouver:

Χριστίτσας . Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2006. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10442/hedi/21981.

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

Council of Science Editors:

Χριστίτσας . Συμπεριφορά σύνδεσης μεταξύ κοίλων διατομών: πειραματικός έλεγχος. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2006. Available from: http://hdl.handle.net/10442/hedi/21981

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

23. Σοφίας, Χρήστος. Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση.

Degree: 2013, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

Subjects/Keywords: Κοχλιωτή σύνδεση ροπής δοκού-υποστυλώματος; Εκτεταμένη μετωπική λεπίδα; Απομείωση; Εναλλασσόμενη φόρτιση; Ανάλυση με πεπερασμένα στοιχεία; Πειραματικός έλεγχος; Στροφική ακαμψία; Bolted beam to column connection; Extended endplate; Dogbone; Cyclic loading; Finite element analysis; Experimental study; Rotational stiffness

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APA (6th Edition):

Σοφίας, . . (2013). Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/30048

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):

Σοφίας, Χρήστος. “Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση.” 2013. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed November 15, 2019. http://hdl.handle.net/10442/hedi/30048.

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

MLA Handbook (7th Edition):

Σοφίας, Χρήστος. “Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση.” 2013. Web. 15 Nov 2019.

Vancouver:

Σοφίας . Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2013. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10442/hedi/30048.

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

Council of Science Editors:

Σοφίας . Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς κοχλιωτών συνδέσεων RBS υπό εναλλασόμενη φόρτιση. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2013. Available from: http://hdl.handle.net/10442/hedi/30048

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

24. Lee, Yunju. On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects.

Degree: PhD, Mechanical Engineering, 2014, University of Michigan

 The upper extremities are often used to protect the head and thorax by bracing for impact, particularly in falls to the ground. The impulsive loads… (more)

Subjects/Keywords: Fall - Buckling Load; Rotational Stiffness and Damping Coefficients of Muscles Acting About the Elbow and Shoulder Under Impulsive End-loading; Age, Gender, and Precontraction Effect on Falls or Bracing; Impulsive Propagation Along Upper Extremities; Biomedical Engineering; Engineering (General); Mechanical Engineering; Engineering

…89 4.3.1 Elbow and shoulder rotational stiffness and damping coefficient values… …values of elbow rotational stiffness (top panels: a, b) and damping coefficients… …rotational stiffness results at elbow from Chapter 4… …TABLES Table 2.1 Means (SD) normalized elbow rotational stiffness and damping… …The experimental results show that gender and age affect the rotational stiffness and… 

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

APA (6th Edition):

Lee, Y. (2014). On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/107132

Chicago Manual of Style (16th Edition):

Lee, Yunju. “On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects.” 2014. Doctoral Dissertation, University of Michigan. Accessed November 15, 2019. http://hdl.handle.net/2027.42/107132.

MLA Handbook (7th Edition):

Lee, Yunju. “On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects.” 2014. Web. 15 Nov 2019.

Vancouver:

Lee Y. On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects. [Internet] [Doctoral dissertation]. University of Michigan; 2014. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2027.42/107132.

Council of Science Editors:

Lee Y. On the Load-Displacement Behavior of the Tensed Adult Upper Extremity under Impulsive End-Loads: Theoretical and Experimental Studies of Age and Gender Effects. [Doctoral Dissertation]. University of Michigan; 2014. Available from: http://hdl.handle.net/2027.42/107132

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