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You searched for subject:(lateral damping). Showing records 1 – 10 of 10 total matches.

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University of Illinois – Urbana-Champaign

1. Phillips, Camilo. Dynamic soil modeling in site response and soil-large pile interaction analysis.

Degree: PhD, 0106, 2013, University of Illinois – Urbana-Champaign

 The present research explores the use of numerical solutions in two geotechnical earthquake engineering problems; 1) one dimensional wave propagation in soil deposits and 2)… (more)

Subjects/Keywords: soil dynamics; damping; lateral spreading; lateral spreading against large rigid foundations

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

APA (6th Edition):

Phillips, C. (2013). Dynamic soil modeling in site response and soil-large pile interaction analysis. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/42133

Chicago Manual of Style (16th Edition):

Phillips, Camilo. “Dynamic soil modeling in site response and soil-large pile interaction analysis.” 2013. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed May 06, 2021. http://hdl.handle.net/2142/42133.

MLA Handbook (7th Edition):

Phillips, Camilo. “Dynamic soil modeling in site response and soil-large pile interaction analysis.” 2013. Web. 06 May 2021.

Vancouver:

Phillips C. Dynamic soil modeling in site response and soil-large pile interaction analysis. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2013. [cited 2021 May 06]. Available from: http://hdl.handle.net/2142/42133.

Council of Science Editors:

Phillips C. Dynamic soil modeling in site response and soil-large pile interaction analysis. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2013. Available from: http://hdl.handle.net/2142/42133


KTH

2. Doroftei, Teodor. Operator seat undercarriage re-design.

Degree: Machine Design (Dept.), 2013, KTH

Väldigt få av dagens skogsmaskiner har dämpning vid hjulen. Detta resulterar i att den enda dämpning operatören har tillgång till för att dämpa vibrationer… (more)

Subjects/Keywords: Forwarder; lateral damping; operator seat; re-design; skotare; lateraldämpning; operatörsstol; omkonstruktion

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APA (6th Edition):

Doroftei, T. (2013). Operator seat undercarriage re-design. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141666

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):

Doroftei, Teodor. “Operator seat undercarriage re-design.” 2013. Thesis, KTH. Accessed May 06, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141666.

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

MLA Handbook (7th Edition):

Doroftei, Teodor. “Operator seat undercarriage re-design.” 2013. Web. 06 May 2021.

Vancouver:

Doroftei T. Operator seat undercarriage re-design. [Internet] [Thesis]. KTH; 2013. [cited 2021 May 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141666.

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

Council of Science Editors:

Doroftei T. Operator seat undercarriage re-design. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141666

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


Cranfield University

3. Al Mandhari, Nasr. Influence of centrifugal compressor system components on its general rotordynamic characteristics.

Degree: MSc by Research, 2015, Cranfield University

 Nowadays most countries are depending on Oil and Gas for their energy supply. In such operations, centrifugal compressors are dominating most of the used critical… (more)

Subjects/Keywords: Labyrinth Seals; Unbalance; Rotor; Bearing; Instability; Cross coupling forces; Torsional vibration; Lateral vibration; Damping; stiffness; Critical Speed

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APA (6th Edition):

Al Mandhari, N. (2015). Influence of centrifugal compressor system components on its general rotordynamic characteristics. (Doctoral Dissertation). Cranfield University. Retrieved from http://dspace.lib.cranfield.ac.uk/handle/1826/12326

Chicago Manual of Style (16th Edition):

Al Mandhari, Nasr. “Influence of centrifugal compressor system components on its general rotordynamic characteristics.” 2015. Doctoral Dissertation, Cranfield University. Accessed May 06, 2021. http://dspace.lib.cranfield.ac.uk/handle/1826/12326.

MLA Handbook (7th Edition):

Al Mandhari, Nasr. “Influence of centrifugal compressor system components on its general rotordynamic characteristics.” 2015. Web. 06 May 2021.

Vancouver:

Al Mandhari N. Influence of centrifugal compressor system components on its general rotordynamic characteristics. [Internet] [Doctoral dissertation]. Cranfield University; 2015. [cited 2021 May 06]. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/12326.

Council of Science Editors:

Al Mandhari N. Influence of centrifugal compressor system components on its general rotordynamic characteristics. [Doctoral Dissertation]. Cranfield University; 2015. Available from: http://dspace.lib.cranfield.ac.uk/handle/1826/12326


University of New Mexico

4. Robinson, Ryan. Optimal passive nonlinear damper design methodology for road race application.

Degree: Mechanical Engineering, 2010, University of New Mexico

 Methodology to develop a baseline passive nonlinear damper and inerter for road race application to maximize vehicle lateral acceleration is developed here using optimization techniques.… (more)

Subjects/Keywords: Automobiles – Shock Absorbers – Design and construction; Damping (Mechanics); Lateral loads; Automobiles; Racing – Chassis.

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APA (6th Edition):

Robinson, R. (2010). Optimal passive nonlinear damper design methodology for road race application. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/10314

Chicago Manual of Style (16th Edition):

Robinson, Ryan. “Optimal passive nonlinear damper design methodology for road race application.” 2010. Masters Thesis, University of New Mexico. Accessed May 06, 2021. http://hdl.handle.net/1928/10314.

MLA Handbook (7th Edition):

Robinson, Ryan. “Optimal passive nonlinear damper design methodology for road race application.” 2010. Web. 06 May 2021.

Vancouver:

Robinson R. Optimal passive nonlinear damper design methodology for road race application. [Internet] [Masters thesis]. University of New Mexico; 2010. [cited 2021 May 06]. Available from: http://hdl.handle.net/1928/10314.

Council of Science Editors:

Robinson R. Optimal passive nonlinear damper design methodology for road race application. [Masters Thesis]. University of New Mexico; 2010. Available from: http://hdl.handle.net/1928/10314


University of Waterloo

5. Yuan, Xiaoli. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.

Degree: 2016, University of Waterloo

 The mid-rise building with vertical combination of framing systems consists of a structural system in which the seismic-force-resisting-system (SFRS) of the upper structure is commonly… (more)

Subjects/Keywords: Mid-Rise Building; Vertical Combination of Framing Systems; Mass and stiffness irregularities; Shear-force-amplification effect; Storey drift; Two-stage analysis procedure; Equivalent lateral force procedure; Non-classical damping; Equivalent modal damping ratio; ASCE 7; NBCC 2010

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APA (6th Edition):

Yuan, X. (2016). Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/10114

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):

Yuan, Xiaoli. “Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.” 2016. Thesis, University of Waterloo. Accessed May 06, 2021. http://hdl.handle.net/10012/10114.

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

MLA Handbook (7th Edition):

Yuan, Xiaoli. “Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems.” 2016. Web. 06 May 2021.

Vancouver:

Yuan X. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. [Internet] [Thesis]. University of Waterloo; 2016. [cited 2021 May 06]. Available from: http://hdl.handle.net/10012/10114.

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

Council of Science Editors:

Yuan X. Simplified Seismic Design for Mid-Rise Buildings with Vertical Combination of Framing Systems. [Thesis]. University of Waterloo; 2016. Available from: http://hdl.handle.net/10012/10114

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


Northeastern University

6. Yang, Hankang. Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components.

Degree: PhD, Department of Mechanical and Industrial Engineering, 2016, Northeastern University

 By 2020, the average of data stored for each person will reach 5,200 GB. This will put increased demands on cost and reliability of data… (more)

Subjects/Keywords: lateral tape motion; magnetic tape storage; nonlinear mechanics; roller tribology; stick and slip motion; wave characterization; Magnetic recorders and recording; Heads; Magnetic tapes; Roller bearings; Damping (Mechanics); Friction; Mathematical models; Tribology; Nonlinear mechanics

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APA (6th Edition):

Yang, H. (2016). Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/D20200525

Chicago Manual of Style (16th Edition):

Yang, Hankang. “Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components.” 2016. Doctoral Dissertation, Northeastern University. Accessed May 06, 2021. http://hdl.handle.net/2047/D20200525.

MLA Handbook (7th Edition):

Yang, Hankang. “Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components.” 2016. Web. 06 May 2021.

Vancouver:

Yang H. Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components. [Internet] [Doctoral dissertation]. Northeastern University; 2016. [cited 2021 May 06]. Available from: http://hdl.handle.net/2047/D20200525.

Council of Science Editors:

Yang H. Lateral dynamics of an axially translating medium: a theoretical and experimental study on the effects of guiding components. [Doctoral Dissertation]. Northeastern University; 2016. Available from: http://hdl.handle.net/2047/D20200525


Brigham Young University

7. Broderick, Rick Davon. Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay.

Degree: MS, 2007, Brigham Young University

 Studies of seismic and impact loading on foundation piles is an important and a focused interest in the engineering world today. Because of seismic and… (more)

Subjects/Keywords: statnamic; piles; pile; lateral; foundation; dynamic; full-scale; Broderick; Rollins; BYU; thesis; engineering; damping; stiffness; Civil and Environmental Engineering

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APA (6th Edition):

Broderick, R. D. (2007). Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1860&context=etd

Chicago Manual of Style (16th Edition):

Broderick, Rick Davon. “Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay.” 2007. Masters Thesis, Brigham Young University. Accessed May 06, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1860&context=etd.

MLA Handbook (7th Edition):

Broderick, Rick Davon. “Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay.” 2007. Web. 06 May 2021.

Vancouver:

Broderick RD. Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2021 May 06]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1860&context=etd.

Council of Science Editors:

Broderick RD. Statnamic Lateral Loading Testing of Full-Scale 15 and 9 Group Piles in Clay. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1860&context=etd

8. Ilupeju, Olusola Ayandire. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.

Degree: MS, Civil Engineering, 2014, Texas A&M University

 As oil exploration projects move further into deep and ultra-deep waters, where severe environmental conditions persist, having safe and functional structures, at optimal cost, by… (more)

Subjects/Keywords: Soil-Spring; Soil resistance; Deflection; Cyclic load; Secant stiffness; Damping ratio; Lateral Loads

…to Lateral Load .................... 4 Pile Head Displacement vs Time for Test 4 (… …Figure 3.3 Profiles of Lateral Deflection along Conductor (Reprinted from Aubeny… …42 Figure 4.5 The Equivalent Damping Ratio Variation Along the Conductor Depth… …44 Figure 4.7 The Equivalent Damping Ratio Variation Along the Conductor Depth… …Damping Ratio ........................................................................ 45… 

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APA (6th Edition):

Ilupeju, O. A. (2014). Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152697

Chicago Manual of Style (16th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Masters Thesis, Texas A&M University. Accessed May 06, 2021. http://hdl.handle.net/1969.1/152697.

MLA Handbook (7th Edition):

Ilupeju, Olusola Ayandire. “Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors.” 2014. Web. 06 May 2021.

Vancouver:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Internet] [Masters thesis]. Texas A&M University; 2014. [cited 2021 May 06]. Available from: http://hdl.handle.net/1969.1/152697.

Council of Science Editors:

Ilupeju OA. Soil-Spring Model for Fatigue Evaluation of Cyclic-Loaded Offshore Conductors. [Masters Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152697


Brno University of Technology

9. Mojžíšek, Dominik. Dynamická analýza koleje: Dynamic analysis of track.

Degree: 2018, Brno University of Technology

 The diploma thesis deals with descriptions of vehicle - track dynamic interface. There are described basic analytical models of railway track. The numerical models are… (more)

Subjects/Keywords: Konstrukce koleje; průhyb koleje; tuhost koleje; tlumení v koleji; analytický model; numerický model; metoda konečných prvků; ANSYS; Zimmermannův model; Pasternakův model; model dle Frýby; Dvouvrstvý systém; rychlost vozidla; ohybová tuhost; moment setrvačnosti; průřezový modul; ojetí kolejnice; průřezové charakteristiky; Permanent way; rail deflection; track stiffness; track damping ratio; analytical model; numerical model; finite element method; ANSYS; Zimmermann model; Pasternak model; model by Frýba; Double beam model; vehicle velocity; bending stiffness; moment of inertia; cross section module; lateral wear of the rail head; cross-sectional characteristics

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APA (6th Edition):

Mojžíšek, D. (2018). Dynamická analýza koleje: Dynamic analysis of track. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70672

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):

Mojžíšek, Dominik. “Dynamická analýza koleje: Dynamic analysis of track.” 2018. Thesis, Brno University of Technology. Accessed May 06, 2021. http://hdl.handle.net/11012/70672.

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

MLA Handbook (7th Edition):

Mojžíšek, Dominik. “Dynamická analýza koleje: Dynamic analysis of track.” 2018. Web. 06 May 2021.

Vancouver:

Mojžíšek D. Dynamická analýza koleje: Dynamic analysis of track. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2021 May 06]. Available from: http://hdl.handle.net/11012/70672.

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

Council of Science Editors:

Mojžíšek D. Dynamická analýza koleje: Dynamic analysis of track. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70672

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


Brigham Young University

10. Marsh, Robert Ashall. Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill.

Degree: MS, 2009, Brigham Young University

  Pile groups are often used to provide support for structures. Capping a pile group further adds to the system's resistance due to the passive… (more)

Subjects/Keywords: passive; pressure; force; dynamic; cyclic; pile cap; pile; foundation; siesmic; backfill; stiffness; damping; soil softening; stiffness softening; dense sand; lateral; earth pressure; residual offset; phase lag; phase angle; out-of-phase; out of phase; in-phase; in phase; Civil and Environmental Engineering

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APA (6th Edition):

Marsh, R. A. (2009). Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2957&context=etd

Chicago Manual of Style (16th Edition):

Marsh, Robert Ashall. “Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill.” 2009. Masters Thesis, Brigham Young University. Accessed May 06, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2957&context=etd.

MLA Handbook (7th Edition):

Marsh, Robert Ashall. “Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill.” 2009. Web. 06 May 2021.

Vancouver:

Marsh RA. Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill. [Internet] [Masters thesis]. Brigham Young University; 2009. [cited 2021 May 06]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2957&context=etd.

Council of Science Editors:

Marsh RA. Passive Earth Pressures on a Pile Cap with a Dense Sand Backfill. [Masters Thesis]. Brigham Young University; 2009. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2957&context=etd

.