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You searched for subject:(Cyclic load). Showing records 1 – 30 of 58 total matches.

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Queens University

1. Oghabi, Pegah. EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS .

Degree: Civil Engineering, 2014, Queens University

 Piles are engineering structures which are subjected to axial and lateral loading. In this dissertation, pile load tests were performed on a full-scale fabricated pile… (more)

Subjects/Keywords: static and cyclic lateral load; pile responses

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APA (6th Edition):

Oghabi, P. (2014). EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/12173

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):

Oghabi, Pegah. “EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS .” 2014. Thesis, Queens University. Accessed November 17, 2019. http://hdl.handle.net/1974/12173.

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

MLA Handbook (7th Edition):

Oghabi, Pegah. “EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS .” 2014. Web. 17 Nov 2019.

Vancouver:

Oghabi P. EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1974/12173.

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

Council of Science Editors:

Oghabi P. EXPERIMENTAL RESPONSE OF A PILE IN SAND UNDER STATIC AND CYCLIC LATERAL LOADS . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/12173

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

2. Ahmad, Fokruddin. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.

Degree: MS, Civil Engineering, 2015, University of North Dakota

  Extensive investigations have verified that frame systems consist of concrete-filled steel tubular (CFST) columns have more benefits than ordinary reinforced concrete and steel systems.… (more)

Subjects/Keywords: Buckling; Concrete Filled Tube; Cyclic Load; Hollow Steel Column; Seismic Load; Tubular Column

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APA (6th Edition):

Ahmad, F. (2015). Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. (Masters Thesis). University of North Dakota. Retrieved from https://commons.und.edu/theses/1859

Chicago Manual of Style (16th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Masters Thesis, University of North Dakota. Accessed November 17, 2019. https://commons.und.edu/theses/1859.

MLA Handbook (7th Edition):

Ahmad, Fokruddin. “Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads.” 2015. Web. 17 Nov 2019.

Vancouver:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Internet] [Masters thesis]. University of North Dakota; 2015. [cited 2019 Nov 17]. Available from: https://commons.und.edu/theses/1859.

Council of Science Editors:

Ahmad F. Local Buckling Restraining Behavior Of Concrete-Filled Steel Tubular Columns Under Seismic Loads. [Masters Thesis]. University of North Dakota; 2015. Available from: https://commons.und.edu/theses/1859


Addis Ababa University

3. Andinet, Zereabruk. Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways .

Degree: 2014, Addis Ababa University

 Railway overhead systems (catenary–pantograph) are subjected to cyclic load (fatigue) while delivering electrical energy to train’s electrical motors. The catenary–pantograph system mainly consists of a… (more)

Subjects/Keywords: pantograph-catenary; predicting fatigue failure; contact wire; cyclic load

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APA (6th Edition):

Andinet, Z. (2014). Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6402

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):

Andinet, Zereabruk. “Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways .” 2014. Thesis, Addis Ababa University. Accessed November 17, 2019. http://etd.aau.edu.et/dspace/handle/123456789/6402.

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

MLA Handbook (7th Edition):

Andinet, Zereabruk. “Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways .” 2014. Web. 17 Nov 2019.

Vancouver:

Andinet Z. Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Nov 17]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6402.

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

Council of Science Editors:

Andinet Z. Developing pantograph-catenary contact and predicting fatigue failure of contact wire of railways . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6402

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


Addis Ababa University

4. Ayana, Gebremichael. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .

Degree: 2014, Addis Ababa University

 This paper presents the analysis of rolling contact fatigue damage due to cyclic axle load between wheel/rail and fatigue life comparison between experimental and ANSYS… (more)

Subjects/Keywords: Rolling Contact; Fatigue Damage; Fatigue Life; Cyclic Axle Load

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APA (6th Edition):

Ayana, G. (2014). Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6404

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):

Ayana, Gebremichael. “Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .” 2014. Thesis, Addis Ababa University. Accessed November 17, 2019. http://etd.aau.edu.et/dspace/handle/123456789/6404.

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

MLA Handbook (7th Edition):

Ayana, Gebremichael. “Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load .” 2014. Web. 17 Nov 2019.

Vancouver:

Ayana G. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Nov 17]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6404.

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

Council of Science Editors:

Ayana G. Analysis of Rolling Contact Fatigue Damage and Fatigue Life Comparison of Rail Due to Cyclic Axle Load . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6404

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


Missouri University of Science and Technology

5. Masetti, Filippo. Structural implications of field load testing using patch-loads.

Degree: M.S. in Civil Engineering, Civil Engineering, Missouri University of Science and Technology

 "This document provides the description of a procedure that allows the practitioner to design a cyclic load test, in terms of patch load(s) magnitude and… (more)

Subjects/Keywords: Cyclic load test; Civil Engineering

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APA (6th Edition):

Masetti, F. (n.d.). Structural implications of field load testing using patch-loads. (Masters Thesis). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/masters_theses/5826

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Masetti, Filippo. “Structural implications of field load testing using patch-loads.” Masters Thesis, Missouri University of Science and Technology. Accessed November 17, 2019. http://scholarsmine.mst.edu/masters_theses/5826.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Masetti, Filippo. “Structural implications of field load testing using patch-loads.” Web. 17 Nov 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Masetti F. Structural implications of field load testing using patch-loads. [Internet] [Masters thesis]. Missouri University of Science and Technology; [cited 2019 Nov 17]. Available from: http://scholarsmine.mst.edu/masters_theses/5826.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Masetti F. Structural implications of field load testing using patch-loads. [Masters Thesis]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/masters_theses/5826

Note: this citation may be lacking information needed for this citation format:
No year of publication.


University of Wollongong

6. Ni, Jing. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.

Degree: PhD, 2012, University of Wollongong

  Railways have technical and economic advantages, and therefore, railway traffic has gained a specific and irreplaceable position in recent years. With this background, and… (more)

Subjects/Keywords: consolidation; cyclic load; vertical drain; pore pressure; strain rate

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APA (6th Edition):

Ni, J. (2012). Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. (Doctoral Dissertation). University of Wollongong. Retrieved from 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604

Chicago Manual of Style (16th Edition):

Ni, Jing. “Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.” 2012. Doctoral Dissertation, University of Wollongong. Accessed November 17, 2019. 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604.

MLA Handbook (7th Edition):

Ni, Jing. “Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks.” 2012. Web. 17 Nov 2019.

Vancouver:

Ni J. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2019 Nov 17]. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604.

Council of Science Editors:

Ni J. Application of geosynthetic vertical drains under cyclic loads in stabilizing tracks. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: 0905 CIVIL ENGINEERING, 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3604


Queens University

7. Brennan, Dustin. The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder .

Degree: Civil Engineering, Queens University

 This thesis describes the development of a unique Moving Load Simulator (MLS) for testing bridge superstructure with a footprint up to 4x17 m, and its… (more)

Subjects/Keywords: cyclic; moving load; pulsating load; fatigue; truck load; simulator

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APA (6th Edition):

Brennan, D. (n.d.). The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/25857

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Brennan, Dustin. “The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder .” Thesis, Queens University. Accessed November 17, 2019. http://hdl.handle.net/1974/25857.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Brennan, Dustin. “The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder .” Web. 17 Nov 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Brennan D. The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder . [Internet] [Thesis]. Queens University; [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1974/25857.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Brennan D. The First Moving Load Simulator for Testing Bridges in Canada and its Application on a Full Scale Precast Box Girder . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/25857

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


University of Alberta

8. Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability.

Degree: MS, Department of Civil and Environmental Engineering, 2014, University of Alberta

 Adverse mining equipment motions give rise to ground deterioration and poor ground conditions will in turn aggravate equipment structural damage as a result of enhanced… (more)

Subjects/Keywords: Cyclic plate load test; CBR test; Shovel pad stability; Crushed limestone; Haul road design

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APA (6th Edition):

Shi,Enjia. (2014). Scale Prediction of Crush Rock Shovel Pad Stability. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/xs55mf56c

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

Chicago Manual of Style (16th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Masters Thesis, University of Alberta. Accessed November 17, 2019. https://era.library.ualberta.ca/files/xs55mf56c.

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

MLA Handbook (7th Edition):

Shi,Enjia. “Scale Prediction of Crush Rock Shovel Pad Stability.” 2014. Web. 17 Nov 2019.

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

Vancouver:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Internet] [Masters thesis]. University of Alberta; 2014. [cited 2019 Nov 17]. Available from: https://era.library.ualberta.ca/files/xs55mf56c.

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

Council of Science Editors:

Shi,Enjia. Scale Prediction of Crush Rock Shovel Pad Stability. [Masters Thesis]. University of Alberta; 2014. Available from: https://era.library.ualberta.ca/files/xs55mf56c

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


North Carolina State University

9. Cote, Benjamin Michael. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 This study evaluated the performance of undercut subgrade stabilization measures during construction traffic loading prior to final paving. Twenty-two simulated undercut sections with different stabilization… (more)

Subjects/Keywords: Subgrade Stabilization; Cyclic Plate Load Test; Undercut; Geosynthetics; Lime; Chemical Stabilization; Construction Platform

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APA (6th Edition):

Cote, B. M. (2009). Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/550

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):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Thesis, North Carolina State University. Accessed November 17, 2019. http://www.lib.ncsu.edu/resolver/1840.16/550.

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

MLA Handbook (7th Edition):

Cote, Benjamin Michael. “Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades.” 2009. Web. 17 Nov 2019.

Vancouver:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2019 Nov 17]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550.

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

Council of Science Editors:

Cote BM. Performance Comparison of Mechanical and Chemical Stabilization of Undercut Subgrades. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/550

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


University of New South Wales

10. Pathak, Prabin. Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads.

Degree: Engineering & Information Technology, 2016, University of New South Wales

 Fibre reinforced Polymers (FRPs) are being used increasingly in enhancing reinforcedconcrete structures in civil constructions due to their superior characteristics. A largenumber of experimental and… (more)

Subjects/Keywords: Cyclic load; Fibre Reinforced Polymer (FRP); Finite Element Analysis; Bond-slip; RC Beams

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APA (6th Edition):

Pathak, P. (2016). Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57002 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42265/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Pathak, Prabin. “Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads.” 2016. Masters Thesis, University of New South Wales. Accessed November 17, 2019. http://handle.unsw.edu.au/1959.4/57002 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42265/SOURCE02?view=true.

MLA Handbook (7th Edition):

Pathak, Prabin. “Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads.” 2016. Web. 17 Nov 2019.

Vancouver:

Pathak P. Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads. [Internet] [Masters thesis]. University of New South Wales; 2016. [cited 2019 Nov 17]. Available from: http://handle.unsw.edu.au/1959.4/57002 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42265/SOURCE02?view=true.

Council of Science Editors:

Pathak P. Nonlinear Finite Element Analysis of FRP Strengthened RC Beams under Static and Cyclic Loads. [Masters Thesis]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57002 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:42265/SOURCE02?view=true


University of Western Ontario

11. Mirbaha, Keyvan. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.

Degree: 2017, University of Western Ontario

 The cyclic behavior and liquefaction behavior of reconstituted samples of a local silica-carbonate sand are examined by performing monotonic and cyclic simple shear tests in… (more)

Subjects/Keywords: Direct simple shear test; soil liquefaction; re-liquefaction; earthquake; cyclic resistance; silica-carbonate sand; critical state; shear wave velocity; shear modulus; bi-directional cyclic load.; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Mirbaha, K. (2017). Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5035

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):

Mirbaha, Keyvan. “Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.” 2017. Thesis, University of Western Ontario. Accessed November 17, 2019. https://ir.lib.uwo.ca/etd/5035.

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

MLA Handbook (7th Edition):

Mirbaha, Keyvan. “Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.” 2017. Web. 17 Nov 2019.

Vancouver:

Mirbaha K. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2019 Nov 17]. Available from: https://ir.lib.uwo.ca/etd/5035.

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

Council of Science Editors:

Mirbaha K. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/5035

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


Brigham Young University

12. Cummins, Colin Reuben. Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings.

Degree: MS, 2009, Brigham Young University

 A series of lateral load tests were performed on a full-scale pile cap with three different backfill conditions, namely: with no backfill present, with densely… (more)

Subjects/Keywords: cyclic; dynamic; pile cap; clean sand; load-deflection; dynamic displacement amplitude; damping; stiffness; low frequency cyclic loading; passive earth pressure; Civil and Environmental Engineering

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APA (6th Edition):

Cummins, C. R. (2009). Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2683&context=etd

Chicago Manual of Style (16th Edition):

Cummins, Colin Reuben. “Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings.” 2009. Masters Thesis, Brigham Young University. Accessed November 17, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2683&context=etd.

MLA Handbook (7th Edition):

Cummins, Colin Reuben. “Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings.” 2009. Web. 17 Nov 2019.

Vancouver:

Cummins CR. Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings. [Internet] [Masters thesis]. Brigham Young University; 2009. [cited 2019 Nov 17]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2683&context=etd.

Council of Science Editors:

Cummins CR. Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings. [Masters Thesis]. Brigham Young University; 2009. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2683&context=etd

13. Sutman, Melis. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.

Degree: PhD, Civil and Environmental Engineering, 2016, Virginia Tech

 Energy piles are deep foundation elements designed to utilize near-surface geothermal energy, while at the same time serve as foundations for buildings. The use of… (more)

Subjects/Keywords: Energy pile; Thermo-active foundation; Field testing; Thermo-mechanical load; Numerical modeling; Soil-pile interaction; Cyclic loading

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APA (6th Edition):

Sutman, M. (2016). Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/82438

Chicago Manual of Style (16th Edition):

Sutman, Melis. “Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.” 2016. Doctoral Dissertation, Virginia Tech. Accessed November 17, 2019. http://hdl.handle.net/10919/82438.

MLA Handbook (7th Edition):

Sutman, Melis. “Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling.” 2016. Web. 17 Nov 2019.

Vancouver:

Sutman M. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10919/82438.

Council of Science Editors:

Sutman M. Thermo-Mechanical Behavior of Energy Piles: Full-Scale Field Testing and Numerical Modeling. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/82438


University of Houston

14. Li, Qian 1982-. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.

Degree: Civil and Environmental Engineering, Department of, 2012, University of Houston

 Reinforced concrete (RC) bridge columns, specifically in the skewed and horizontally curved bridges, the bridges with unequal spans or column heights, and the bridges with… (more)

Subjects/Keywords: RC bridge columns; cyclic load; damage index; ductility; interaction; cross sectional shape; square; oval; Civil engineering

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

APA (6th Edition):

Li, Q. 1. (2012). Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/851

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):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Thesis, University of Houston. Accessed November 17, 2019. http://hdl.handle.net/10657/851.

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

MLA Handbook (7th Edition):

Li, Qian 1982-. “Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion.” 2012. Web. 17 Nov 2019.

Vancouver:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Internet] [Thesis]. University of Houston; 2012. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10657/851.

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

Council of Science Editors:

Li Q1. Performance of RC Bridge Columns under Cyclic Combined Loading including Torsion. [Thesis]. University of Houston; 2012. Available from: http://hdl.handle.net/10657/851

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


University of South Carolina

15. Barrios Illidge, Francisco Alejandro. Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders.

Degree: PhD, Civil and Environmental Engineering, 2010, University of South Carolina

  This investigation is focused on the performance and validation of the 24h load test method (24h LT), the cyclic load test method (CLT), and… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; acoustic emission; cyclic load testing; damage; Global integrity parameter; prestressed concrete; self-compacting lightweight

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APA (6th Edition):

Barrios Illidge, F. A. (2010). Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/136

Chicago Manual of Style (16th Edition):

Barrios Illidge, Francisco Alejandro. “Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders.” 2010. Doctoral Dissertation, University of South Carolina. Accessed November 17, 2019. https://scholarcommons.sc.edu/etd/136.

MLA Handbook (7th Edition):

Barrios Illidge, Francisco Alejandro. “Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders.” 2010. Web. 17 Nov 2019.

Vancouver:

Barrios Illidge FA. Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders. [Internet] [Doctoral dissertation]. University of South Carolina; 2010. [cited 2019 Nov 17]. Available from: https://scholarcommons.sc.edu/etd/136.

Council of Science Editors:

Barrios Illidge FA. Acoustic Emission Techniques and Cyclic Load Testing for Integrity Evaluation of Self-Compacting Normal and Self-Compacting Lightweight Prestressed Concrete Girders. [Doctoral Dissertation]. University of South Carolina; 2010. Available from: https://scholarcommons.sc.edu/etd/136


Rice University

16. Gao, Zhenjia. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.

Degree: PhD, Engineering, 2014, Rice University

 Hybrid masonry structures combine the ductility of steel components with the shear strength of reinforced masonry panels. The goal of this research is to provide… (more)

Subjects/Keywords: hybrid structures; damage mechanics; energy dissipation; load transfer; non-local algorithm; cyclic loading; seismic area; reinforced masonry wall; connector; steel frame

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APA (6th Edition):

Gao, Z. (2014). Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/105443

Chicago Manual of Style (16th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Doctoral Dissertation, Rice University. Accessed November 17, 2019. http://hdl.handle.net/1911/105443.

MLA Handbook (7th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Web. 17 Nov 2019.

Vancouver:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Internet] [Doctoral dissertation]. Rice University; 2014. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1911/105443.

Council of Science Editors:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Doctoral Dissertation]. Rice University; 2014. Available from: http://hdl.handle.net/1911/105443


University of Western Ontario

17. Mroz, Daniel. Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications.

Degree: 2019, University of Western Ontario

 Drilled shafts are conventionally used as foundations for sound walls. However, steel piles can provide faster installation and immediate utilization. The purpose of this research… (more)

Subjects/Keywords: Sound Walls; Deep Foundations; Novel Pile Concept; Full Scale Field Testing; Monotonic and Cyclic Lateral Load and Uplift Load; Numerical Modelling; Geotechnical Engineering

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APA (6th Edition):

Mroz, D. (2019). Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6563

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):

Mroz, Daniel. “Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications.” 2019. Thesis, University of Western Ontario. Accessed November 17, 2019. https://ir.lib.uwo.ca/etd/6563.

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

MLA Handbook (7th Edition):

Mroz, Daniel. “Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications.” 2019. Web. 17 Nov 2019.

Vancouver:

Mroz D. Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2019 Nov 17]. Available from: https://ir.lib.uwo.ca/etd/6563.

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

Council of Science Editors:

Mroz D. Experimental and Numerical Evaluation of a Novel Piling System for Sound Wall Applications. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6563

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

18. Abu-Khajil, Amer. Reliability Assessment of Load Testing for Concrete Buildings.

Degree: 2015, University of Waterloo

 Structural rehabilitation is regularly undertaken to diagnose and repair a building during its service life; this practice ensures that buildings operate under safe and reliable… (more)

Subjects/Keywords: load testing; cyclic load test; monotonic load test; structural assessment; reinforced concrete; structural reliability; conditional probability; test load magnitude

…Test Load Application for the Cyclic Load Test (ACI 437.2-13, 2014)… …7 Figure 2.2. Schematic of Load vs. Deflection for the Cyclic Load Test (ACI 437.2-13… …includes loading protocols for both a long-term, monotonic load test and a short-term, cyclic… …monotonic load test and a cyclic load test. 2.1.1 ACI 437: Test Load Magnitude For a load test… …cyclic load test. Table 2.1 showcases the two cases to be considered when selecting a TLM… 

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APA (6th Edition):

Abu-Khajil, A. (2015). Reliability Assessment of Load Testing for Concrete Buildings. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/9266

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):

Abu-Khajil, Amer. “Reliability Assessment of Load Testing for Concrete Buildings.” 2015. Thesis, University of Waterloo. Accessed November 17, 2019. http://hdl.handle.net/10012/9266.

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

MLA Handbook (7th Edition):

Abu-Khajil, Amer. “Reliability Assessment of Load Testing for Concrete Buildings.” 2015. Web. 17 Nov 2019.

Vancouver:

Abu-Khajil A. Reliability Assessment of Load Testing for Concrete Buildings. [Internet] [Thesis]. University of Waterloo; 2015. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10012/9266.

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

Council of Science Editors:

Abu-Khajil A. Reliability Assessment of Load Testing for Concrete Buildings. [Thesis]. University of Waterloo; 2015. Available from: http://hdl.handle.net/10012/9266

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

19. Griffin, Aaron A. Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine.

Degree: 2015, Texas A&M University

 Naturally, there are complex interactions among internal combustion engine parameters such as in-cylinder pressure, emissions, speed, and load. These basic relationships are studied in a… (more)

Subjects/Keywords: Engine; Large Bore; Natural Gas; Cyclic Variation; Emissions; Speed; Load

…30 Figure 8 Cyclic-COV of IMEP over 300 cycles as a function of speed and load… …scavenge properly at full load, cyclic variation should decrease with increasing load. THC… …4 2.1. 2.2. 2.3. 2.4. Cyclic Variation… …5 Effects of Engine Load… …17 3.1.5.2. Load Cell… 

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APA (6th Edition):

Griffin, A. A. (2015). Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155685

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):

Griffin, Aaron A. “Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine.” 2015. Thesis, Texas A&M University. Accessed November 17, 2019. http://hdl.handle.net/1969.1/155685.

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

MLA Handbook (7th Edition):

Griffin, Aaron A. “Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine.” 2015. Web. 17 Nov 2019.

Vancouver:

Griffin AA. Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1969.1/155685.

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

Council of Science Editors:

Griffin AA. Combustion Characteristics of a Two-Stroke Large Bore Natural Gas Spark-Ignited Engine. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155685

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


University of Cincinnati

20. SHEARN, JASON T. POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS.

Degree: PhD, Engineering : Engineering Mechanics, 2002, University of Cincinnati

 The posterior cruciate ligament (PCL) is the primary restraint to posterior translation and is a secondary restraint to varus, valgus and external rotation.[12, 32, 43,… (more)

Subjects/Keywords: Engineering, Biomedical; posterior cruciate ligament; reconstruction; cyclic fatigue testing; load distribution

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APA (6th Edition):

SHEARN, J. T. (2002). POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1016486579

Chicago Manual of Style (16th Edition):

SHEARN, JASON T. “POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS.” 2002. Doctoral Dissertation, University of Cincinnati. Accessed November 17, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1016486579.

MLA Handbook (7th Edition):

SHEARN, JASON T. “POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS.” 2002. Web. 17 Nov 2019.

Vancouver:

SHEARN JT. POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS. [Internet] [Doctoral dissertation]. University of Cincinnati; 2002. [cited 2019 Nov 17]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1016486579.

Council of Science Editors:

SHEARN JT. POSTERIOR CRUCIATE LIGAMENT: STUDIES OF ONE AND TWO-BUNDLE RECONSTRUCTIONS. [Doctoral Dissertation]. University of Cincinnati; 2002. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1016486579


University of Toledo

21. Colin, Julie Anne. Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions.

Degree: PhD, Mechanical Engineering, 2009, University of Toledo

  Fatigue loading seldom involves constant amplitude loading. This is especially true in the cooling systems of nuclear power plants, typically made of stainless steel,… (more)

Subjects/Keywords: Engineering; Mechanical Engineering; Aluminum 7075-T6; Stainless Steel 304L; Cyclic Hardening; Deformation History Effect; Pre-hardening; Mean Stress; Fatigue Life Prediction; Load Sequence Effect; Overload Effect; Variable Amplitude Loading

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APA (6th Edition):

Colin, J. A. (2009). Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260390033

Chicago Manual of Style (16th Edition):

Colin, Julie Anne. “Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions.” 2009. Doctoral Dissertation, University of Toledo. Accessed November 17, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260390033.

MLA Handbook (7th Edition):

Colin, Julie Anne. “Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions.” 2009. Web. 17 Nov 2019.

Vancouver:

Colin JA. Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions. [Internet] [Doctoral dissertation]. University of Toledo; 2009. [cited 2019 Nov 17]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260390033.

Council of Science Editors:

Colin JA. Deformation History and Load Sequence Effects on Cumulative Fatigue Damage and Life Predictions. [Doctoral Dissertation]. University of Toledo; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1260390033


Pontifical Catholic University of Rio de Janeiro

22. RENATA LORENZONI. [en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY.

Degree: 2017, Pontifical Catholic University of Rio de Janeiro

[pt] A pasta de cimento classe G é muito utilizada nas operações de cimentação de poços de petróleo, sendo submetida a várias formas de deterioração,… (more)

Subjects/Keywords: [pt] DURABILIDADE; [en] DURABILITY; [pt] CARREGAMENTO CICLICO; [en] CYCLIC LOAD; [pt] MICROTOMOGRAFIA COMPUTADORIZADA; [en] MICROCOMPUTED TOMOGRAPHY; [pt] TEMPERATURA ELEVADA; [en] HIGH TEMPERATURE

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APA (6th Edition):

LORENZONI, R. (2017). [en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32503

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):

LORENZONI, RENATA. “[en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY.” 2017. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 17, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32503.

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

MLA Handbook (7th Edition):

LORENZONI, RENATA. “[en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY.” 2017. Web. 17 Nov 2019.

Vancouver:

LORENZONI R. [en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2019 Nov 17]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32503.

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

Council of Science Editors:

LORENZONI R. [en] DEMAGE ANALYSIS IN CEMENT PASTE SUBMITTED TO CYCLIC LOADING AND ELEVATED TEMPERATURES BY MICROCOMPUTED TOMOGRAPHY. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32503

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


McMaster University

23. de Lisle, D. J. Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels.

Degree: ME, 1971, McMaster University

The slitted wall, a concept originally used to improve the properties of infilled wall panels, is applied to shear wall structures. An ordinary reinforced… (more)

Subjects/Keywords: civil engineering; repeated, cyclic lateral loads; load bearing; shear wall, panel

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APA (6th Edition):

de Lisle, D. J. (1971). Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17624

Chicago Manual of Style (16th Edition):

de Lisle, D J. “Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels.” 1971. Masters Thesis, McMaster University. Accessed November 17, 2019. http://hdl.handle.net/11375/17624.

MLA Handbook (7th Edition):

de Lisle, D J. “Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels.” 1971. Web. 17 Nov 2019.

Vancouver:

de Lisle DJ. Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels. [Internet] [Masters thesis]. McMaster University; 1971. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11375/17624.

Council of Science Editors:

de Lisle DJ. Effect of Repeated Cyclic Lateral Loads on Load Bearing Shear Wall Panels. [Masters Thesis]. McMaster University; 1971. Available from: http://hdl.handle.net/11375/17624


North Carolina State University

24. Leng, Jianjun. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.

Degree: PhD, Civil Engineering, 2003, North Carolina State University

 The objective of this study is to investigate the behavior of reinforced unpaved structure under cyclic load through laboratory testing, finite element and theoretical analyses.… (more)

Subjects/Keywords: degradation; cyclic load; aggregate; geogrid; plastic deformation; subgrade bearing capacity

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APA (6th Edition):

Leng, J. (2003). Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3177

Chicago Manual of Style (16th Edition):

Leng, Jianjun. “Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.” 2003. Doctoral Dissertation, North Carolina State University. Accessed November 17, 2019. http://www.lib.ncsu.edu/resolver/1840.16/3177.

MLA Handbook (7th Edition):

Leng, Jianjun. “Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.” 2003. Web. 17 Nov 2019.

Vancouver:

Leng J. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. [Internet] [Doctoral dissertation]. North Carolina State University; 2003. [cited 2019 Nov 17]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3177.

Council of Science Editors:

Leng J. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. [Doctoral Dissertation]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3177


University of Manitoba

25. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.

Degree: Civil Engineering, 2019, University of Manitoba

 In the past two decades, Fiber Reinforced Polymers (FRPs) have been introduced as an effective alternative for the conventional steel bars and stirrups in reinforced… (more)

Subjects/Keywords: GFRP-RC; Moment-resisting frames; Seismic performance; Cyclic loading; Beam-column connections; Beam-column-slab subassemblies; Lateral load-drift response; Bolted steel side plates; FRP-RC moment-resisting frames

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APA (6th Edition):

Khalili Ghomi, S. (2019). Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34286

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):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Thesis, University of Manitoba. Accessed November 17, 2019. http://hdl.handle.net/1993/34286.

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

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Web. 17 Nov 2019.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1993/34286.

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

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/34286

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


Indian Institute of Science

26. Suku, Lekshmi. Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading.

Degree: 2016, Indian Institute of Science

 Key factors that influence the design of paved and unpaved roads are the strength and stiffness of the pavement layers. Among other factors, the strength… (more)

Subjects/Keywords: Geocell Reinforcement,; Geosynthetic Reinforcement Granular Bases; Granular Material Characterization; Geogrid Reinforced Pavements; Geocell; Geogrid; Granular Bases; Geogrid-Reinforcement; Geocell Reinforced Granular Base; Pavement Design; Cyclic Loading; Geosynthetic Reinforced Layers; Repeated Load Triaxial Tests; Cyclic Triaxial Tests; Civil Engineering

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APA (6th Edition):

Suku, L. (2016). Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3740 ; http://etd.iisc.ernet.in/abstracts/4612/G28313-Abs.pdf

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

Chicago Manual of Style (16th Edition):

Suku, Lekshmi. “Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading.” 2016. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://etd.iisc.ernet.in/2005/3740 ; http://etd.iisc.ernet.in/abstracts/4612/G28313-Abs.pdf.

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

MLA Handbook (7th Edition):

Suku, Lekshmi. “Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading.” 2016. Web. 17 Nov 2019.

Vancouver:

Suku L. Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2019 Nov 17]. Available from: http://etd.iisc.ernet.in/2005/3740 ; http://etd.iisc.ernet.in/abstracts/4612/G28313-Abs.pdf.

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

Council of Science Editors:

Suku L. Response of Geosynthetic Reinforced Granular Bases Under Repeated Loading. [Thesis]. Indian Institute of Science; 2016. Available from: http://etd.iisc.ernet.in/2005/3740 ; http://etd.iisc.ernet.in/abstracts/4612/G28313-Abs.pdf

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


Queens University

27. Saiedi, Mohammad Reza. Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature .

Degree: Civil Engineering, 2009, Queens University

 Fibre-reinforced polymers (FRPs) are becoming increasingly accepted in structural engineering applications. In particular, Carbon-FRP (CFRP) tendons are proving to be promising as prestressing reinforcement for… (more)

Subjects/Keywords: CFRP; prestress; prestressed concrete; beam; girder; long-term; sustained load; high-cycle fatigue; cyclic load; low temperature

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

APA (6th Edition):

Saiedi, M. R. (2009). Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/5365

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):

Saiedi, Mohammad Reza. “Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature .” 2009. Thesis, Queens University. Accessed November 17, 2019. http://hdl.handle.net/1974/5365.

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

MLA Handbook (7th Edition):

Saiedi, Mohammad Reza. “Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature .” 2009. Web. 17 Nov 2019.

Vancouver:

Saiedi MR. Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature . [Internet] [Thesis]. Queens University; 2009. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/1974/5365.

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

Council of Science Editors:

Saiedi MR. Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature . [Thesis]. Queens University; 2009. Available from: http://hdl.handle.net/1974/5365

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


Indian Institute of Science

28. Seshadri, B R. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.

Degree: 1995, Indian Institute of Science

Subjects/Keywords: Aircraft Structures - Damage; Aircraft Structures - Fatigue; Fatigue Crack Growth; Crack Closure; Cyclic Loading; Fatigue Crack Closure; Cyclic Load Sequence; Finite Element Analysis; Aeronautics

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

APA (6th Edition):

Seshadri, B. R. (1995). Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2052

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):

Seshadri, B R. “Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.” 1995. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://hdl.handle.net/2005/2052.

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

MLA Handbook (7th Edition):

Seshadri, B R. “Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.” 1995. Web. 17 Nov 2019.

Vancouver:

Seshadri BR. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. [Internet] [Thesis]. Indian Institute of Science; 1995. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2005/2052.

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

Council of Science Editors:

Seshadri BR. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. [Thesis]. Indian Institute of Science; 1995. Available from: http://hdl.handle.net/2005/2052

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


Indian Institute of Science

29. Seshadri, B R. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.

Degree: 1995, Indian Institute of Science

Subjects/Keywords: Aircraft Structures - Damage; Aircraft Structures - Fatigue; Fatigue Crack Growth; Crack Closure; Cyclic Loading; Fatigue Crack Closure; Cyclic Load Sequence; Finite Element Analysis; Aeronautics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Seshadri, B. R. (1995). Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2052 ; http://etd.ncsi.iisc.ernet.in/abstracts/2648/G14122-Abs.pdf

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

Chicago Manual of Style (16th Edition):

Seshadri, B R. “Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.” 1995. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://etd.iisc.ernet.in/handle/2005/2052 ; http://etd.ncsi.iisc.ernet.in/abstracts/2648/G14122-Abs.pdf.

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

MLA Handbook (7th Edition):

Seshadri, B R. “Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading.” 1995. Web. 17 Nov 2019.

Vancouver:

Seshadri BR. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. [Internet] [Thesis]. Indian Institute of Science; 1995. [cited 2019 Nov 17]. Available from: http://etd.iisc.ernet.in/handle/2005/2052 ; http://etd.ncsi.iisc.ernet.in/abstracts/2648/G14122-Abs.pdf.

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

Council of Science Editors:

Seshadri BR. Numerical Simulation And Experimental Correlation Of Crack Closure Phenomenon Under Cyclic Loading. [Thesis]. Indian Institute of Science; 1995. Available from: http://etd.iisc.ernet.in/handle/2005/2052 ; http://etd.ncsi.iisc.ernet.in/abstracts/2648/G14122-Abs.pdf

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

30. Alva, Gerson Moacyr Sisniegas. Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas.

Degree: PhD, Estruturas, 2004, University of São Paulo

Este trabalho consiste em um estudo do comportamento de nós de pórtico de ligações viga-pilar de concreto armado submetidos a ações cíclicas. O trabalho é… (more)

Subjects/Keywords: ações cíclicas; beam-column joint; concreto armado; cyclic load; damage mechanic; dano; frame joint; ligações viga-pilar; nós de pórtico

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

APA (6th Edition):

Alva, G. M. S. (2004). Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17052006-150221/ ;

Chicago Manual of Style (16th Edition):

Alva, Gerson Moacyr Sisniegas. “Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas.” 2004. Doctoral Dissertation, University of São Paulo. Accessed November 17, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17052006-150221/ ;.

MLA Handbook (7th Edition):

Alva, Gerson Moacyr Sisniegas. “Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas.” 2004. Web. 17 Nov 2019.

Vancouver:

Alva GMS. Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas. [Internet] [Doctoral dissertation]. University of São Paulo; 2004. [cited 2019 Nov 17]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17052006-150221/ ;.

Council of Science Editors:

Alva GMS. Estudo teórico-experimental do comportamento de nós de pórtico de concreto armado submetidos a ações cíclicas. [Doctoral Dissertation]. University of São Paulo; 2004. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-17052006-150221/ ;

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