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You searched for subject:(Angle beam shear waves). Showing records 1 – 30 of 14565 total matches.

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Georgia Tech

1. Weng, Yu. A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates.

Degree: PhD, Electrical and Computer Engineering, 2018, Georgia Tech

 The objective of this research is to present a comprehensive approach for characterizing and quantifying the scattering of angle-beam ultrasonic shear waves from a variety… (more)

Subjects/Keywords: Angle-beam shear waves; Wavefield imaging; Ultrasonic scattering; Ultrasonic ray tracing; Ultrasonic signal processing; Nondestructive evaluation

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APA (6th Edition):

Weng, Y. (2018). A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59885

Chicago Manual of Style (16th Edition):

Weng, Yu. “A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates.” 2018. Doctoral Dissertation, Georgia Tech. Accessed October 20, 2019. http://hdl.handle.net/1853/59885.

MLA Handbook (7th Edition):

Weng, Yu. “A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates.” 2018. Web. 20 Oct 2019.

Vancouver:

Weng Y. A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates. [Internet] [Doctoral dissertation]. Georgia Tech; 2018. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1853/59885.

Council of Science Editors:

Weng Y. A comprehensive approach for wavefield-based characterization of ultrasonic shear wave scattering in plates. [Doctoral Dissertation]. Georgia Tech; 2018. Available from: http://hdl.handle.net/1853/59885


Georgia Tech

2. Muir, Dave D. One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements.

Degree: PhD, Electrical and Computer Engineering, 2009, Georgia Tech

 This thesis describes procedures and theory for a family of one-sided ultrasonic methods for determining third order elastic constants (TOEC) using sets of angle-beam wedges… (more)

Subjects/Keywords: Third order elastic constants; TOECs; Acoustoelasticity; Angle-beam acoustoelasticity; Nonlinear ultrasonics; Elasticity; Materials Acoustic properties; Ultrasonic waves; Elastic solids; Transducers

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APA (6th Edition):

Muir, D. D. (2009). One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/29766

Chicago Manual of Style (16th Edition):

Muir, Dave D. “One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements.” 2009. Doctoral Dissertation, Georgia Tech. Accessed October 20, 2019. http://hdl.handle.net/1853/29766.

MLA Handbook (7th Edition):

Muir, Dave D. “One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements.” 2009. Web. 20 Oct 2019.

Vancouver:

Muir DD. One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements. [Internet] [Doctoral dissertation]. Georgia Tech; 2009. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1853/29766.

Council of Science Editors:

Muir DD. One-sided ultrasonic determination of third order elastic constants using angle-beam acoustoelasticity measurements. [Doctoral Dissertation]. Georgia Tech; 2009. Available from: http://hdl.handle.net/1853/29766


California State University – East Bay

3. Shuler, Seth Eugene. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.

Degree: MSin Earth and Environmental Science, 2015, California State University – East Bay

 Multichannel analysis of surface wave measurements (MASW) and microtremor array measurements (MAM) were performed at twelve sites across the Sacramento-San Joaquin Delta to obtain high… (more)

Subjects/Keywords: Shear waves  – Measurement

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APA (6th Edition):

Shuler, S. E. (2015). Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. (Masters Thesis). California State University – East Bay. Retrieved from http://hdl.handle.net/10211.3/158623

Chicago Manual of Style (16th Edition):

Shuler, Seth Eugene. “Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.” 2015. Masters Thesis, California State University – East Bay. Accessed October 20, 2019. http://hdl.handle.net/10211.3/158623.

MLA Handbook (7th Edition):

Shuler, Seth Eugene. “Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods.” 2015. Web. 20 Oct 2019.

Vancouver:

Shuler SE. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. [Internet] [Masters thesis]. California State University – East Bay; 2015. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10211.3/158623.

Council of Science Editors:

Shuler SE. Near Surface Measurements of Shear Wave Velocity in the Sacramento-San Joaquin Delta Using Surface Wave Methods. [Masters Thesis]. California State University – East Bay; 2015. Available from: http://hdl.handle.net/10211.3/158623


Oregon State University

4. Brunson, Burlie A. Shear wave attenuation in unconsolidated laboratory sediments.

Degree: PhD, Oceanography, 1983, Oregon State University

Shear wave attenuation measurements were made using ceramic bimorph transducers to excite transverse vibrations in a cylindrical column of unconsolidated sediment. Three different water-saturated sediments… (more)

Subjects/Keywords: Shear waves

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APA (6th Edition):

Brunson, B. A. (1983). Shear wave attenuation in unconsolidated laboratory sediments. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/26762

Chicago Manual of Style (16th Edition):

Brunson, Burlie A. “Shear wave attenuation in unconsolidated laboratory sediments.” 1983. Doctoral Dissertation, Oregon State University. Accessed October 20, 2019. http://hdl.handle.net/1957/26762.

MLA Handbook (7th Edition):

Brunson, Burlie A. “Shear wave attenuation in unconsolidated laboratory sediments.” 1983. Web. 20 Oct 2019.

Vancouver:

Brunson BA. Shear wave attenuation in unconsolidated laboratory sediments. [Internet] [Doctoral dissertation]. Oregon State University; 1983. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1957/26762.

Council of Science Editors:

Brunson BA. Shear wave attenuation in unconsolidated laboratory sediments. [Doctoral Dissertation]. Oregon State University; 1983. Available from: http://hdl.handle.net/1957/26762


University of Hong Kong

5. 鄧麗梅; Deng, Limei. A study of transverse waves.

Degree: PhD, 2005, University of Hong Kong

published_or_final_version

abstract

Mechanical Engineering

Doctoral

Doctor of Philosophy

Subjects/Keywords: Shear waves.

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APA (6th Edition):

鄧麗梅; Deng, L. (2005). A study of transverse waves. (Doctoral Dissertation). University of Hong Kong. Retrieved from Deng, L. [鄧麗梅]. (2005). A study of transverse waves. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3627190 ; http://dx.doi.org/10.5353/th_b3627190 ; http://hdl.handle.net/10722/51898

Chicago Manual of Style (16th Edition):

鄧麗梅; Deng, Limei. “A study of transverse waves.” 2005. Doctoral Dissertation, University of Hong Kong. Accessed October 20, 2019. Deng, L. [鄧麗梅]. (2005). A study of transverse waves. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3627190 ; http://dx.doi.org/10.5353/th_b3627190 ; http://hdl.handle.net/10722/51898.

MLA Handbook (7th Edition):

鄧麗梅; Deng, Limei. “A study of transverse waves.” 2005. Web. 20 Oct 2019.

Vancouver:

鄧麗梅; Deng L. A study of transverse waves. [Internet] [Doctoral dissertation]. University of Hong Kong; 2005. [cited 2019 Oct 20]. Available from: Deng, L. [鄧麗梅]. (2005). A study of transverse waves. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3627190 ; http://dx.doi.org/10.5353/th_b3627190 ; http://hdl.handle.net/10722/51898.

Council of Science Editors:

鄧麗梅; Deng L. A study of transverse waves. [Doctoral Dissertation]. University of Hong Kong; 2005. Available from: Deng, L. [鄧麗梅]. (2005). A study of transverse waves. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3627190 ; http://dx.doi.org/10.5353/th_b3627190 ; http://hdl.handle.net/10722/51898


Penn State University

6. Swales, Dustin Joseph. Shear Driven Gravity Waves on a Sloping Front.

Degree: MS, Meteorology, 2009, Penn State University

 In Synthetic Aperture Radar derived surface wind speed imagery (SDWS), wave-like patterns are seen frequently in association with gently sloping fronts (i.e. warm and occluded… (more)

Subjects/Keywords: waves; shear; reflection; SAR

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APA (6th Edition):

Swales, D. J. (2009). Shear Driven Gravity Waves on a Sloping Front. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9399

Chicago Manual of Style (16th Edition):

Swales, Dustin Joseph. “Shear Driven Gravity Waves on a Sloping Front.” 2009. Masters Thesis, Penn State University. Accessed October 20, 2019. https://etda.libraries.psu.edu/catalog/9399.

MLA Handbook (7th Edition):

Swales, Dustin Joseph. “Shear Driven Gravity Waves on a Sloping Front.” 2009. Web. 20 Oct 2019.

Vancouver:

Swales DJ. Shear Driven Gravity Waves on a Sloping Front. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Oct 20]. Available from: https://etda.libraries.psu.edu/catalog/9399.

Council of Science Editors:

Swales DJ. Shear Driven Gravity Waves on a Sloping Front. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9399


NSYSU

7. Chen, Cheng-ting. The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators.

Degree: Master, Electrical Engineering, 2010, NSYSU

 The 1/4λ dual-mode resonators made from c-axis-oriented aluminum nitride films grown on different conduction material have been studied in this thesis. The RF/DC sputter system… (more)

Subjects/Keywords: Shear Mode Quality factor; AlN; Inclined angle

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APA (6th Edition):

Chen, C. (2010). The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0802110-010357

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, Cheng-ting. “The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators.” 2010. Thesis, NSYSU. Accessed October 20, 2019. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0802110-010357.

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

MLA Handbook (7th Edition):

Chen, Cheng-ting. “The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators.” 2010. Web. 20 Oct 2019.

Vancouver:

Chen C. The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators. [Internet] [Thesis]. NSYSU; 2010. [cited 2019 Oct 20]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0802110-010357.

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

Council of Science Editors:

Chen C. The Growth Mechanism of Inclined AlN Films and Fabrication of Dual Mode Solidly Mounted Resonators. [Thesis]. NSYSU; 2010. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0802110-010357

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


University of Texas – Austin

8. -1639-9744. Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures.

Degree: MSin Engineering, Civil Engineering, 2015, University of Texas – Austin

 Double-angle web shear connections are commonly used in steel gravity framing, and they are usually idealized as pinned connections during analysis. The nonlinear behavior of… (more)

Subjects/Keywords: Shear connections; OpenSees; Component model; Double-angle

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APA (6th Edition):

-1639-9744. (2015). Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31775

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-1639-9744. “Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures.” 2015. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/31775.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-1639-9744. “Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures.” 2015. Web. 20 Oct 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-1639-9744. Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/31775.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-1639-9744. Reduced component model for double-angle shear connections considering the contribution of the concrete slab for cyclic analysis of steel structures. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31775

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

9. Zhang, Sheng. GPS/INS Combination for a Beam Tracking System.

Degree: Mathematics and Natural Sciences, 2011, University of Gävle

  In recent years, Land vehicle navigation system (LVNS) technology is a subject of great interest due to its potential for both consumer and business… (more)

Subjects/Keywords: GPS/INS; beam tracking; Euler Angle

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APA (6th Edition):

Zhang, S. (2011). GPS/INS Combination for a Beam Tracking System. (Thesis). University of Gävle. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-10650

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):

Zhang, Sheng. “GPS/INS Combination for a Beam Tracking System.” 2011. Thesis, University of Gävle. Accessed October 20, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-10650.

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

MLA Handbook (7th Edition):

Zhang, Sheng. “GPS/INS Combination for a Beam Tracking System.” 2011. Web. 20 Oct 2019.

Vancouver:

Zhang S. GPS/INS Combination for a Beam Tracking System. [Internet] [Thesis]. University of Gävle; 2011. [cited 2019 Oct 20]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-10650.

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

Council of Science Editors:

Zhang S. GPS/INS Combination for a Beam Tracking System. [Thesis]. University of Gävle; 2011. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-10650

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


University of Manchester

10. Tian, Shichuan. Shear behaviour of ferrocement deep beams.

Degree: PhD, 2013, University of Manchester

 This thesis presents the results of an experimental, numerical and analytical study to develop a design method to calculate shear resistance of flanged ferrocement beams… (more)

Subjects/Keywords: 624.1; ferrocement; deep beam; shear; ABAQUS; FEM

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APA (6th Edition):

Tian, S. (2013). Shear behaviour of ferrocement deep beams. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/shear-behaviour-of-ferrocement-deep-beams(88ca7d6e-e285-4ec6-8741-da3f89047bde).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.607038

Chicago Manual of Style (16th Edition):

Tian, Shichuan. “Shear behaviour of ferrocement deep beams.” 2013. Doctoral Dissertation, University of Manchester. Accessed October 20, 2019. https://www.research.manchester.ac.uk/portal/en/theses/shear-behaviour-of-ferrocement-deep-beams(88ca7d6e-e285-4ec6-8741-da3f89047bde).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.607038.

MLA Handbook (7th Edition):

Tian, Shichuan. “Shear behaviour of ferrocement deep beams.” 2013. Web. 20 Oct 2019.

Vancouver:

Tian S. Shear behaviour of ferrocement deep beams. [Internet] [Doctoral dissertation]. University of Manchester; 2013. [cited 2019 Oct 20]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/shear-behaviour-of-ferrocement-deep-beams(88ca7d6e-e285-4ec6-8741-da3f89047bde).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.607038.

Council of Science Editors:

Tian S. Shear behaviour of ferrocement deep beams. [Doctoral Dissertation]. University of Manchester; 2013. Available from: https://www.research.manchester.ac.uk/portal/en/theses/shear-behaviour-of-ferrocement-deep-beams(88ca7d6e-e285-4ec6-8741-da3f89047bde).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.607038


University of Missouri – Columbia

11. Hollrah, Matthew M. Development and implementation of an underwater system for interface wave measurements.

Degree: 2005, University of Missouri – Columbia

 Measuring shear wave velocity profiles has become integral to geotechnical site investigation both on land and offshore. Obtaining accurate near-surface profiles in soft marine sediments… (more)

Subjects/Keywords: Shear waves  – Measurement

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APA (6th Edition):

Hollrah, M. M. (2005). Development and implementation of an underwater system for interface wave measurements. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/4233

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):

Hollrah, Matthew M. “Development and implementation of an underwater system for interface wave measurements.” 2005. Thesis, University of Missouri – Columbia. Accessed October 20, 2019. http://hdl.handle.net/10355/4233.

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

MLA Handbook (7th Edition):

Hollrah, Matthew M. “Development and implementation of an underwater system for interface wave measurements.” 2005. Web. 20 Oct 2019.

Vancouver:

Hollrah MM. Development and implementation of an underwater system for interface wave measurements. [Internet] [Thesis]. University of Missouri – Columbia; 2005. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10355/4233.

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

Council of Science Editors:

Hollrah MM. Development and implementation of an underwater system for interface wave measurements. [Thesis]. University of Missouri – Columbia; 2005. Available from: http://hdl.handle.net/10355/4233

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


University of Texas – Austin

12. Dassow, Nicholas Alan. Effect of uniform load on the shear strength of slender beams without shear reinforcement.

Degree: MSin Engineering, Civil Engineering, 2014, University of Texas – Austin

 Previous studies have shown that a uniform distribution of load may increase the shear strength of a slender member by as much as 40 percent… (more)

Subjects/Keywords: Uniform load; Reinforced concrete; Shear strength; Shear tests; Shear reinforcement; Slender beam

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APA (6th Edition):

Dassow, N. A. (2014). Effect of uniform load on the shear strength of slender beams without shear reinforcement. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31760

Chicago Manual of Style (16th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Masters Thesis, University of Texas – Austin. Accessed October 20, 2019. http://hdl.handle.net/2152/31760.

MLA Handbook (7th Edition):

Dassow, Nicholas Alan. “Effect of uniform load on the shear strength of slender beams without shear reinforcement.” 2014. Web. 20 Oct 2019.

Vancouver:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Internet] [Masters thesis]. University of Texas – Austin; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2152/31760.

Council of Science Editors:

Dassow NA. Effect of uniform load on the shear strength of slender beams without shear reinforcement. [Masters Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/31760


Virginia Tech

13. Guan, Youliang. Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints.

Degree: PhD, Engineering Science and Mechanics, 2014, Virginia Tech

 Structural adhesives are widely used with great success, and yet occasional failures can occur, often resulting from improper bonding procedures or joint design, overload or… (more)

Subjects/Keywords: Strain energy release rate; double cantilever beam (DCB); fracture energy; adhesively bonded joints; crack path selection; mode mixity angle; shear toughening effect; cohesive zone model; fracture mechanics; locally weakened interface; crack steering

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APA (6th Edition):

Guan, Y. (2014). Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/24905

Chicago Manual of Style (16th Edition):

Guan, Youliang. “Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints.” 2014. Doctoral Dissertation, Virginia Tech. Accessed October 20, 2019. http://hdl.handle.net/10919/24905.

MLA Handbook (7th Edition):

Guan, Youliang. “Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints.” 2014. Web. 20 Oct 2019.

Vancouver:

Guan Y. Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints. [Internet] [Doctoral dissertation]. Virginia Tech; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10919/24905.

Council of Science Editors:

Guan Y. Crack path selection and shear toughening effects due to mixed mode loading and varied surface properties in beam-like adhesively bonded joints. [Doctoral Dissertation]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/24905


McGill University

14. Khayat, R. E. (Roger Edmond). Stability of transverse waves in shallow flows.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1981, McGill University

Subjects/Keywords: Shear waves.; Water waves.; Hydrodynamics.

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APA (6th Edition):

Khayat, R. E. (. E. (1981). Stability of transverse waves in shallow flows. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile62398.pdf

Chicago Manual of Style (16th Edition):

Khayat, R E (Roger Edmond). “Stability of transverse waves in shallow flows.” 1981. Masters Thesis, McGill University. Accessed October 20, 2019. http://digitool.library.mcgill.ca/thesisfile62398.pdf.

MLA Handbook (7th Edition):

Khayat, R E (Roger Edmond). “Stability of transverse waves in shallow flows.” 1981. Web. 20 Oct 2019.

Vancouver:

Khayat RE(E. Stability of transverse waves in shallow flows. [Internet] [Masters thesis]. McGill University; 1981. [cited 2019 Oct 20]. Available from: http://digitool.library.mcgill.ca/thesisfile62398.pdf.

Council of Science Editors:

Khayat RE(E. Stability of transverse waves in shallow flows. [Masters Thesis]. McGill University; 1981. Available from: http://digitool.library.mcgill.ca/thesisfile62398.pdf

15. Zielhuis, A. S-wave velocity below Europe from delay-time and waveform inversions.

Degree: 1992, University Utrecht

 The upper mantle of Europe has been the subject of many tomographic studies of variations in P-wave velocity (e.g., Romanowicz 1980; Hovland et al., 1981;… (more)

Subjects/Keywords: shear waves; seismic waves; Europe

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APA (6th Edition):

Zielhuis, A. (1992). S-wave velocity below Europe from delay-time and waveform inversions. (Doctoral Dissertation). University Utrecht. Retrieved from http://dspace.library.uu.nl/handle/1874/238446 ; URN:NBN:NL:UI:10-1874-238446 ; URN:NBN:NL:UI:10-1874-238446 ; http://dspace.library.uu.nl/handle/1874/238446

Chicago Manual of Style (16th Edition):

Zielhuis, A. “S-wave velocity below Europe from delay-time and waveform inversions.” 1992. Doctoral Dissertation, University Utrecht. Accessed October 20, 2019. http://dspace.library.uu.nl/handle/1874/238446 ; URN:NBN:NL:UI:10-1874-238446 ; URN:NBN:NL:UI:10-1874-238446 ; http://dspace.library.uu.nl/handle/1874/238446.

MLA Handbook (7th Edition):

Zielhuis, A. “S-wave velocity below Europe from delay-time and waveform inversions.” 1992. Web. 20 Oct 2019.

Vancouver:

Zielhuis A. S-wave velocity below Europe from delay-time and waveform inversions. [Internet] [Doctoral dissertation]. University Utrecht; 1992. [cited 2019 Oct 20]. Available from: http://dspace.library.uu.nl/handle/1874/238446 ; URN:NBN:NL:UI:10-1874-238446 ; URN:NBN:NL:UI:10-1874-238446 ; http://dspace.library.uu.nl/handle/1874/238446.

Council of Science Editors:

Zielhuis A. S-wave velocity below Europe from delay-time and waveform inversions. [Doctoral Dissertation]. University Utrecht; 1992. Available from: http://dspace.library.uu.nl/handle/1874/238446 ; URN:NBN:NL:UI:10-1874-238446 ; URN:NBN:NL:UI:10-1874-238446 ; http://dspace.library.uu.nl/handle/1874/238446


University of Cincinnati

16. Mandal, Anirban. Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer.

Degree: MS, Engineering : Mechanical Engineering, 2008, University of Cincinnati

  This thesis presents a computational analysis of flow of time-independent, purely-viscous,power-law fluids in simplex atomizers using the Volume-of-Fluid (VOF) method and a linearstability analysis… (more)

Subjects/Keywords: Engineering; non-Newtonian; Newtonian; Shear Thinning; Shear Thickenning; Film Thickness; Discharge Coefficient; Spray Cone Angle

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APA (6th Edition):

Mandal, A. (2008). Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1202997834

Chicago Manual of Style (16th Edition):

Mandal, Anirban. “Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer.” 2008. Masters Thesis, University of Cincinnati. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1202997834.

MLA Handbook (7th Edition):

Mandal, Anirban. “Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer.” 2008. Web. 20 Oct 2019.

Vancouver:

Mandal A. Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer. [Internet] [Masters thesis]. University of Cincinnati; 2008. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1202997834.

Council of Science Editors:

Mandal A. Computational Modeling of Non-Newtonian Fluid Flow in Simplex Atomizer. [Masters Thesis]. University of Cincinnati; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1202997834


Kansas State University

17. Martin, Brandi Nichole. A comparison of double clip angle shear connections to shear tab connections in industrial applications.

Degree: MS, Department of Architectural Engineering, 2017, Kansas State University

 In structural steel connection design, simple shear connections are one of the most common connection types utilized. The industry, especially from the side of the… (more)

Subjects/Keywords: Shear Connections; Double Clip Angle Connections; Shear tab connections; Structural steel connection design

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APA (6th Edition):

Martin, B. N. (2017). A comparison of double clip angle shear connections to shear tab connections in industrial applications. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/35552

Chicago Manual of Style (16th Edition):

Martin, Brandi Nichole. “A comparison of double clip angle shear connections to shear tab connections in industrial applications.” 2017. Masters Thesis, Kansas State University. Accessed October 20, 2019. http://hdl.handle.net/2097/35552.

MLA Handbook (7th Edition):

Martin, Brandi Nichole. “A comparison of double clip angle shear connections to shear tab connections in industrial applications.” 2017. Web. 20 Oct 2019.

Vancouver:

Martin BN. A comparison of double clip angle shear connections to shear tab connections in industrial applications. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2097/35552.

Council of Science Editors:

Martin BN. A comparison of double clip angle shear connections to shear tab connections in industrial applications. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/35552


Loughborough University

18. Ishak, Saiddi A. F. bin Mohamed. Vibration transmission through structural connections in beams.

Degree: PhD, 2018, Loughborough University

 Analysis of vibration transmission and reflection in beam-like engineering structures requires better predictive models to optimise structural behaviour further. Numerous studies have used flexural and… (more)

Subjects/Keywords: Vibration power; Reflected and transmitted; Euler-Bernoulli beam; MATLAB codes; Experiment jointed angle beam

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APA (6th Edition):

Ishak, S. A. F. b. M. (2018). Vibration transmission through structural connections in beams. (Doctoral Dissertation). Loughborough University. Retrieved from https://dspace.lboro.ac.uk/2134/33007 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747971

Chicago Manual of Style (16th Edition):

Ishak, Saiddi A F bin Mohamed. “Vibration transmission through structural connections in beams.” 2018. Doctoral Dissertation, Loughborough University. Accessed October 20, 2019. https://dspace.lboro.ac.uk/2134/33007 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747971.

MLA Handbook (7th Edition):

Ishak, Saiddi A F bin Mohamed. “Vibration transmission through structural connections in beams.” 2018. Web. 20 Oct 2019.

Vancouver:

Ishak SAFbM. Vibration transmission through structural connections in beams. [Internet] [Doctoral dissertation]. Loughborough University; 2018. [cited 2019 Oct 20]. Available from: https://dspace.lboro.ac.uk/2134/33007 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747971.

Council of Science Editors:

Ishak SAFbM. Vibration transmission through structural connections in beams. [Doctoral Dissertation]. Loughborough University; 2018. Available from: https://dspace.lboro.ac.uk/2134/33007 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.747971


Loughborough University

19. Ishak, Saiddi A. F. bin Mohamed. Vibration transmission through structural connections in beams.

Degree: PhD, 2018, Loughborough University

 Analysis of vibration transmission and reflection in beam-like engineering structures requires better predictive models to optimise structural behaviour further. Numerous studies have used flexural and… (more)

Subjects/Keywords: Vibration power; Reflected and transmitted; Euler-Bernoulli beam; MATLAB codes; Experiment jointed angle beam

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

APA (6th Edition):

Ishak, S. A. F. b. M. (2018). Vibration transmission through structural connections in beams. (Doctoral Dissertation). Loughborough University. Retrieved from http://hdl.handle.net/2134/33007

Chicago Manual of Style (16th Edition):

Ishak, Saiddi A F bin Mohamed. “Vibration transmission through structural connections in beams.” 2018. Doctoral Dissertation, Loughborough University. Accessed October 20, 2019. http://hdl.handle.net/2134/33007.

MLA Handbook (7th Edition):

Ishak, Saiddi A F bin Mohamed. “Vibration transmission through structural connections in beams.” 2018. Web. 20 Oct 2019.

Vancouver:

Ishak SAFbM. Vibration transmission through structural connections in beams. [Internet] [Doctoral dissertation]. Loughborough University; 2018. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2134/33007.

Council of Science Editors:

Ishak SAFbM. Vibration transmission through structural connections in beams. [Doctoral Dissertation]. Loughborough University; 2018. Available from: http://hdl.handle.net/2134/33007


Queens University

20. Soleimani, Abdolrasoul. Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements .

Degree: Chemistry, 2009, Queens University

 This thesis discusses and documents the validation efforts related to Ontario’s LS-299 and LS-308 test methods which are two new test methods developed for the… (more)

Subjects/Keywords: Dynamic Shear Rheometer; Phase Angle

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APA (6th Edition):

Soleimani, A. (2009). Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5110

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):

Soleimani, Abdolrasoul. “Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements .” 2009. Thesis, Queens University. Accessed October 20, 2019. http://hdl.handle.net/1974/5110.

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

MLA Handbook (7th Edition):

Soleimani, Abdolrasoul. “Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements .” 2009. Web. 20 Oct 2019.

Vancouver:

Soleimani A. Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements . [Internet] [Thesis]. Queens University; 2009. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1974/5110.

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

Council of Science Editors:

Soleimani A. Use of Dynamic Phase Angle and Complex Modulus for The Low Temperature Performance Grading of Asphalt Cements . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/5110

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


University of Alberta

21. Krause, Kathleen. Characterization and modification of obliquely deposited nanostructures.

Degree: PhD, Department of Electrical and Computer Engineering, 2011, University of Alberta

 The glancing angle deposition (GLAD) technique is now used by over one hundred research groups, each requiring a fundamental understanding of and new techniques for… (more)

Subjects/Keywords: porosimetry; focused ion beam; nanostructure; glancing angle deposition

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APA (6th Edition):

Krause, K. (2011). Characterization and modification of obliquely deposited nanostructures. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/k643b2263

Chicago Manual of Style (16th Edition):

Krause, Kathleen. “Characterization and modification of obliquely deposited nanostructures.” 2011. Doctoral Dissertation, University of Alberta. Accessed October 20, 2019. https://era.library.ualberta.ca/files/k643b2263.

MLA Handbook (7th Edition):

Krause, Kathleen. “Characterization and modification of obliquely deposited nanostructures.” 2011. Web. 20 Oct 2019.

Vancouver:

Krause K. Characterization and modification of obliquely deposited nanostructures. [Internet] [Doctoral dissertation]. University of Alberta; 2011. [cited 2019 Oct 20]. Available from: https://era.library.ualberta.ca/files/k643b2263.

Council of Science Editors:

Krause K. Characterization and modification of obliquely deposited nanostructures. [Doctoral Dissertation]. University of Alberta; 2011. Available from: https://era.library.ualberta.ca/files/k643b2263


University of Akron

22. Chandra, Harish. Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure.

Degree: MS, Mechanical Engineering, 2008, University of Akron

  Often electronic components such as laptops and cellular phones are dropped accidentally during usage and extensive damage is developed due to the impulsive force… (more)

Subjects/Keywords: angle of impact; impulse; BEAM; Collisions; Impulse path

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APA (6th Edition):

Chandra, H. (2008). Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1207948250

Chicago Manual of Style (16th Edition):

Chandra, Harish. “Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure.” 2008. Masters Thesis, University of Akron. Accessed October 20, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1207948250.

MLA Handbook (7th Edition):

Chandra, Harish. “Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure.” 2008. Web. 20 Oct 2019.

Vancouver:

Chandra H. Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure. [Internet] [Masters thesis]. University of Akron; 2008. [cited 2019 Oct 20]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1207948250.

Council of Science Editors:

Chandra H. Differential Model and Impact Response of a Flexible Beam Attached to a Rigid Supporting Structure. [Masters Thesis]. University of Akron; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1207948250


University of Manitoba

23. Champion, Heather. Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning.

Degree: Physics and Astronomy, 2011, University of Manitoba

 In this work we introduce PARETO, a multiobjective optimization tool that simultaneously optimizes beam angles and fluence patterns in intensity-modulated radiation therapy (IMRT) treatment planning… (more)

Subjects/Keywords: radiotherapy; fluence; beam; angle; treatment; planning; multi-objective; optimization

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APA (6th Edition):

Champion, H. (2011). Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/8910

Chicago Manual of Style (16th Edition):

Champion, Heather. “Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning.” 2011. Masters Thesis, University of Manitoba. Accessed October 20, 2019. http://hdl.handle.net/1993/8910.

MLA Handbook (7th Edition):

Champion, Heather. “Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning.” 2011. Web. 20 Oct 2019.

Vancouver:

Champion H. Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning. [Internet] [Masters thesis]. University of Manitoba; 2011. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1993/8910.

Council of Science Editors:

Champion H. Beam angle and fluence map optimization for PARETO multi-objective intensity modulated radiation therapy treatment planning. [Masters Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/8910


University of Canterbury

24. Byrne, Joseph D. R. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.

Degree: Civil & Natural Resources Engineering, 2012, University of Canterbury

 The recent earthquakes in Christchurch have made it clear that issues exist with current RC frame design in New Zealand. In particular, beam elongation in… (more)

Subjects/Keywords: Slotted beam; reinforced concrete; beam-column joint; bond; shear mechanics; non-tearing floor

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APA (6th Edition):

Byrne, J. D. R. (2012). Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/8716

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):

Byrne, Joseph D R. “Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.” 2012. Thesis, University of Canterbury. Accessed October 20, 2019. http://hdl.handle.net/10092/8716.

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

MLA Handbook (7th Edition):

Byrne, Joseph D R. “Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail.” 2012. Web. 20 Oct 2019.

Vancouver:

Byrne JDR. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. [Internet] [Thesis]. University of Canterbury; 2012. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10092/8716.

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

Council of Science Editors:

Byrne JDR. Bond and shear mechanics within reinforced concrete beam-column joints incorporating the slotted beam detail. [Thesis]. University of Canterbury; 2012. Available from: http://hdl.handle.net/10092/8716

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


University of Toronto

25. Wang, Zhunqi David. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.

Degree: 2014, University of Toronto

Ultra-high performance fibre reinforced concrete is a novel type of cementitious material with a typical compressive strength and tensile strength of approximately 150 MPa and… (more)

Subjects/Keywords: Beam Database; Fibre-Reinforced Concrete; Shear Beam; Strut and Tie; Truss Model; UHPFRC; 0543

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APA (6th Edition):

Wang, Z. D. (2014). Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/67859

Chicago Manual of Style (16th Edition):

Wang, Zhunqi David. “Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.” 2014. Masters Thesis, University of Toronto. Accessed October 20, 2019. http://hdl.handle.net/1807/67859.

MLA Handbook (7th Edition):

Wang, Zhunqi David. “Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models.” 2014. Web. 20 Oct 2019.

Vancouver:

Wang ZD. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. [Internet] [Masters thesis]. University of Toronto; 2014. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1807/67859.

Council of Science Editors:

Wang ZD. Analysis of Ultra-high Performance Fibre Reinforced Concrete Structures using Truss Models. [Masters Thesis]. University of Toronto; 2014. Available from: http://hdl.handle.net/1807/67859


University of Adelaide

26. Uddin, Md. Alhaz. A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory.

Degree: 2016, University of Adelaide

 Steel-concrete composite beams are commonly used in bridges, buildings and other civil engineering infrastructure for their superior structural performances. This is achieved by exploiting the… (more)

Subjects/Keywords: Composite beam; Partial shear interaction; Higher-order beam theory; Finite element model; Geometric nonlinearity

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APA (6th Edition):

Uddin, M. A. (2016). A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119087

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):

Uddin, Md Alhaz. “A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory.” 2016. Thesis, University of Adelaide. Accessed October 20, 2019. http://hdl.handle.net/2440/119087.

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

MLA Handbook (7th Edition):

Uddin, Md Alhaz. “A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory.” 2016. Web. 20 Oct 2019.

Vancouver:

Uddin MA. A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/2440/119087.

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

Council of Science Editors:

Uddin MA. A Nonlinear Finite Element Model for Steel-concrete Composite Beam using a Higher-order Beam Theory. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119087

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


University of Rochester

27. Partin, Alexander (1983 - ). Shear wave imaging and tissue characterization using vibration elastographic techniques.

Degree: PhD, 2016, University of Rochester

 Certain diseases produce changes in the elastic properties of soft tissues. Conventional imaging modalities in some cases have poor performance in diagnosing these types of… (more)

Subjects/Keywords: Crawling waves; Diagnostic ultrasound; Elasticity imaging; Shear speed estimation; Shear wave imaging; Sonoelastography

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APA (6th Edition):

Partin, A. (. -. ). (2016). Shear wave imaging and tissue characterization using vibration elastographic techniques. (Doctoral Dissertation). University of Rochester. Retrieved from http://hdl.handle.net/1802/30608

Chicago Manual of Style (16th Edition):

Partin, Alexander (1983 - ). “Shear wave imaging and tissue characterization using vibration elastographic techniques.” 2016. Doctoral Dissertation, University of Rochester. Accessed October 20, 2019. http://hdl.handle.net/1802/30608.

MLA Handbook (7th Edition):

Partin, Alexander (1983 - ). “Shear wave imaging and tissue characterization using vibration elastographic techniques.” 2016. Web. 20 Oct 2019.

Vancouver:

Partin A(-). Shear wave imaging and tissue characterization using vibration elastographic techniques. [Internet] [Doctoral dissertation]. University of Rochester; 2016. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1802/30608.

Council of Science Editors:

Partin A(-). Shear wave imaging and tissue characterization using vibration elastographic techniques. [Doctoral Dissertation]. University of Rochester; 2016. Available from: http://hdl.handle.net/1802/30608


Universiteit Utrecht

28. Zielhuis, A. S-wave velocity below Europe from delay-time and waveform inversions.

Degree: 1992, Universiteit Utrecht

 The upper mantle of Europe has been the subject of many tomographic studies of variations in P-wave velocity (e.g., Romanowicz 1980; Hovland et al., 1981;… (more)

Subjects/Keywords: Aardwetenschappen; shear waves; seismic waves; Europe

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APA (6th Edition):

Zielhuis, A. (1992). S-wave velocity below Europe from delay-time and waveform inversions. (Doctoral Dissertation). Universiteit Utrecht. Retrieved from http://dspace.library.uu.nl:8080/handle/1874/238446

Chicago Manual of Style (16th Edition):

Zielhuis, A. “S-wave velocity below Europe from delay-time and waveform inversions.” 1992. Doctoral Dissertation, Universiteit Utrecht. Accessed October 20, 2019. http://dspace.library.uu.nl:8080/handle/1874/238446.

MLA Handbook (7th Edition):

Zielhuis, A. “S-wave velocity below Europe from delay-time and waveform inversions.” 1992. Web. 20 Oct 2019.

Vancouver:

Zielhuis A. S-wave velocity below Europe from delay-time and waveform inversions. [Internet] [Doctoral dissertation]. Universiteit Utrecht; 1992. [cited 2019 Oct 20]. Available from: http://dspace.library.uu.nl:8080/handle/1874/238446.

Council of Science Editors:

Zielhuis A. S-wave velocity below Europe from delay-time and waveform inversions. [Doctoral Dissertation]. Universiteit Utrecht; 1992. Available from: http://dspace.library.uu.nl:8080/handle/1874/238446


University of Edinburgh

29. Singh, Jasbinder. Seismic body-wave anisotropy beneath continents.

Degree: PhD, 1983, University of Edinburgh

 A search for the effects of anisotropy on seismic body-waves predicted by theory is described. Preliminary studies were based on long-period data from the WWSSN,… (more)

Subjects/Keywords: 551.22; Seismic waves; Shear waves; Anisotropy

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APA (6th Edition):

Singh, J. (1983). Seismic body-wave anisotropy beneath continents. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/6537

Chicago Manual of Style (16th Edition):

Singh, Jasbinder. “Seismic body-wave anisotropy beneath continents.” 1983. Doctoral Dissertation, University of Edinburgh. Accessed October 20, 2019. http://hdl.handle.net/1842/6537.

MLA Handbook (7th Edition):

Singh, Jasbinder. “Seismic body-wave anisotropy beneath continents.” 1983. Web. 20 Oct 2019.

Vancouver:

Singh J. Seismic body-wave anisotropy beneath continents. [Internet] [Doctoral dissertation]. University of Edinburgh; 1983. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/1842/6537.

Council of Science Editors:

Singh J. Seismic body-wave anisotropy beneath continents. [Doctoral Dissertation]. University of Edinburgh; 1983. Available from: http://hdl.handle.net/1842/6537


University of Missouri – Columbia

30. Ceylan, Savas. Two-plane wave tomography and lithospheric structure beneath eastern Tibet.

Degree: 2013, University of Missouri – Columbia

 This dissertation focuses on two specific research topics: First, I study the lithospheric structure beneath E. Tibetan Plateau, using new data from INDEPTH-IV (INternational Deep… (more)

Subjects/Keywords: Two-plane wave tomography; Lithospheric structure; Seismic tomography; Surface waves (Seismology); Shear waves

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APA (6th Edition):

Ceylan, S. (2013). Two-plane wave tomography and lithospheric structure beneath eastern Tibet. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/42939

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):

Ceylan, Savas. “Two-plane wave tomography and lithospheric structure beneath eastern Tibet.” 2013. Thesis, University of Missouri – Columbia. Accessed October 20, 2019. http://hdl.handle.net/10355/42939.

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

MLA Handbook (7th Edition):

Ceylan, Savas. “Two-plane wave tomography and lithospheric structure beneath eastern Tibet.” 2013. Web. 20 Oct 2019.

Vancouver:

Ceylan S. Two-plane wave tomography and lithospheric structure beneath eastern Tibet. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2019 Oct 20]. Available from: http://hdl.handle.net/10355/42939.

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

Council of Science Editors:

Ceylan S. Two-plane wave tomography and lithospheric structure beneath eastern Tibet. [Thesis]. University of Missouri – Columbia; 2013. Available from: http://hdl.handle.net/10355/42939

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

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