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You searched for subject:(ULTIMATE LOAD ANALYSIS LOAD FACTOR DESIGN STRUCTURAL ANALYSIS ). Showing records 1 – 30 of 156923 total matches.

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University of Western Australia

1. Ding, Lina. Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction.

Degree: PhD, 2010, University of Western Australia

[Truncated abstract] Many load rating methods have been developed in recent years to evaluate the safety and serviceability of existing bridges. In general, the rating… (more)

Subjects/Keywords: Structural analysis (Engineering); Dynamics; Load factor design; Bridges; Bridges; Bridge load rating; Model updating; Vehicle bridge interaction; Dynamic amplification factor

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

APA (6th Edition):

Ding, L. (2010). Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26660&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Ding, Lina. “Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction.” 2010. Doctoral Dissertation, University of Western Australia. Accessed December 09, 2019. http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26660&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Ding, Lina. “Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction.” 2010. Web. 09 Dec 2019.

Vancouver:

Ding L. Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction. [Internet] [Doctoral dissertation]. University of Western Australia; 2010. [cited 2019 Dec 09]. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26660&local_base=GEN01-INS01.

Council of Science Editors:

Ding L. Bridge load rating with model updating and stochastic analysis of vehicle-bridge interaction. [Doctoral Dissertation]. University of Western Australia; 2010. Available from: http://repository.uwa.edu.au/R/-?func=dbin-jump-full&local_base=GEN01-INS01&object_id= ; http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=26660&local_base=GEN01-INS01


ETH Zürich

2. Stoffel, Philipp. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.

Degree: 2000, ETH Zürich

Subjects/Keywords: BAUWERKSSICHERHEIT + TRAGWERKSSICHERHEIT (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BETONBRÜCKEN (BRÜCKENBAU); STRUCTURAL SAFETY (STRUCTURAL ANALYSIS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); CONCRETE BRIDGES (BRIDGE CONSTRUCTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Stoffel, P. (2000). Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144718

Chicago Manual of Style (16th Edition):

Stoffel, Philipp. “Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.” 2000. Doctoral Dissertation, ETH Zürich. Accessed December 09, 2019. http://hdl.handle.net/20.500.11850/144718.

MLA Handbook (7th Edition):

Stoffel, Philipp. “Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.” 2000. Web. 09 Dec 2019.

Vancouver:

Stoffel P. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/20.500.11850/144718.

Council of Science Editors:

Stoffel P. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144718


ETH Zürich

3. Monotti, Mario. Reinforced concrete slabs - compatibility limit design.

Degree: 2004, ETH Zürich

Subjects/Keywords: BETONPLATTEN (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); TRAGWERKSBEMESSUNG (BAUSTATIK); PLASTISCHE FORMÄNDERUNG (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); PLASTIC DEFORMATION (STRUCTURAL STATICS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Monotti, M. (2004). Reinforced concrete slabs - compatibility limit design. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148301

Chicago Manual of Style (16th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Doctoral Dissertation, ETH Zürich. Accessed December 09, 2019. http://hdl.handle.net/20.500.11850/148301.

MLA Handbook (7th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Web. 09 Dec 2019.

Vancouver:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/20.500.11850/148301.

Council of Science Editors:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Doctoral Dissertation]. ETH Zürich; 2004. Available from: http://hdl.handle.net/20.500.11850/148301


University of Manitoba

4. Pejhan, Khashayar. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.

Degree: Mechanical Engineering, 2016, University of Manitoba

Load transfer analysis deals with an important function of engineering structure, which is the ability of structure in transferring imposed loads to the supporting points.… (more)

Subjects/Keywords: Load Path; Load Transfer; U* index; Structural Analysis; Stress Analysis

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APA (6th Edition):

Pejhan, K. (2016). The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32078

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):

Pejhan, Khashayar. “The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.” 2016. Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/32078.

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

MLA Handbook (7th Edition):

Pejhan, Khashayar. “The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.” 2016. Web. 09 Dec 2019.

Vancouver:

Pejhan K. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. [Internet] [Thesis]. University of Manitoba; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/32078.

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

Council of Science Editors:

Pejhan K. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. [Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32078

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


Queensland University of Technology

5. Bian, Jian. Ultimate flexural limit states analysis of prestressed concrete sleeper.

Degree: 2012, Queensland University of Technology

 Railway is one of the most important, reliable and widely used means of transportation, carrying freight, passengers, minerals, grains, etc. Thus, research on railway tracks… (more)

Subjects/Keywords: limit states design, reliability, finite element analysis, wheel-rail force, wheel-rail impact, static load, dynamic load, dynamic bending moment, wheel flat, load factor, extreme event, prestressed concrete sleeper, normal distribution; weibull distribution, Dtrack, ANSYS, typical speed, sleeper bending moment, ultimate limit state, permissible stress design, beam on elastic foundation, heavy haul, high speed passenger

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

APA (6th Edition):

Bian, J. (2012). Ultimate flexural limit states analysis of prestressed concrete sleeper. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/63660/

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):

Bian, Jian. “Ultimate flexural limit states analysis of prestressed concrete sleeper.” 2012. Thesis, Queensland University of Technology. Accessed December 09, 2019. https://eprints.qut.edu.au/63660/.

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

MLA Handbook (7th Edition):

Bian, Jian. “Ultimate flexural limit states analysis of prestressed concrete sleeper.” 2012. Web. 09 Dec 2019.

Vancouver:

Bian J. Ultimate flexural limit states analysis of prestressed concrete sleeper. [Internet] [Thesis]. Queensland University of Technology; 2012. [cited 2019 Dec 09]. Available from: https://eprints.qut.edu.au/63660/.

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

Council of Science Editors:

Bian J. Ultimate flexural limit states analysis of prestressed concrete sleeper. [Thesis]. Queensland University of Technology; 2012. Available from: https://eprints.qut.edu.au/63660/

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


Georgia Tech

6. Saxena, Vishal. Interval finite element analysis for load pattern and load combination.

Degree: MS, Civil and Environmental Engineering, 2003, Georgia Tech

Subjects/Keywords: Load factor design; Interval analysis (Mathematics); Interval analysis (Mathematics); Load factor design

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

APA (6th Edition):

Saxena, V. (2003). Interval finite element analysis for load pattern and load combination. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/5372

Chicago Manual of Style (16th Edition):

Saxena, Vishal. “Interval finite element analysis for load pattern and load combination.” 2003. Masters Thesis, Georgia Tech. Accessed December 09, 2019. http://hdl.handle.net/1853/5372.

MLA Handbook (7th Edition):

Saxena, Vishal. “Interval finite element analysis for load pattern and load combination.” 2003. Web. 09 Dec 2019.

Vancouver:

Saxena V. Interval finite element analysis for load pattern and load combination. [Internet] [Masters thesis]. Georgia Tech; 2003. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1853/5372.

Council of Science Editors:

Saxena V. Interval finite element analysis for load pattern and load combination. [Masters Thesis]. Georgia Tech; 2003. Available from: http://hdl.handle.net/1853/5372


Indian Institute of Science

7. Singh, Vikas Pratap. Response And Reliability Analyses Of Soil Nail Walls.

Degree: 2009, Indian Institute of Science

 In the present thesis, studies on the response of soil nail walls subjected to static and seismic conditions using finite element based numerical simulations and… (more)

Subjects/Keywords: Structural Analysis (Civil Engineering); Reliability Analysis; Soil Nail Walls; Soil Nail Walls - Numerical Simulations; Soil Nail Walls - Reliability Analysis; Load And Resistance Factor Design; Soil Nail Walls - Stability; Seismic Loading; Soil Nailing Design; Soil Nailed Wall; Structural Engineering

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APA (6th Edition):

Singh, V. P. (2009). Response And Reliability Analyses Of Soil Nail Walls. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1108

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):

Singh, Vikas Pratap. “Response And Reliability Analyses Of Soil Nail Walls.” 2009. Thesis, Indian Institute of Science. Accessed December 09, 2019. http://hdl.handle.net/2005/1108.

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

MLA Handbook (7th Edition):

Singh, Vikas Pratap. “Response And Reliability Analyses Of Soil Nail Walls.” 2009. Web. 09 Dec 2019.

Vancouver:

Singh VP. Response And Reliability Analyses Of Soil Nail Walls. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/2005/1108.

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

Council of Science Editors:

Singh VP. Response And Reliability Analyses Of Soil Nail Walls. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/1108

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


University of Ontario Institute of Technology

8. Gillis, Jessie Michael. Time-frequency analysis techniques for non-intrusive load monitoring.

Degree: 2016, University of Ontario Institute of Technology

 The work in this thesis examines time-frequency analysis techniques and in particular the wavelet transform to extract the features contained within the electrical load signals.… (more)

Subjects/Keywords: NILM; Wavelet design; Load disaggregation; Transient analysis

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APA (6th Edition):

Gillis, J. M. (2016). Time-frequency analysis techniques for non-intrusive load monitoring. (Thesis). University of Ontario Institute of Technology. Retrieved from http://hdl.handle.net/10155/744

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):

Gillis, Jessie Michael. “Time-frequency analysis techniques for non-intrusive load monitoring.” 2016. Thesis, University of Ontario Institute of Technology. Accessed December 09, 2019. http://hdl.handle.net/10155/744.

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

MLA Handbook (7th Edition):

Gillis, Jessie Michael. “Time-frequency analysis techniques for non-intrusive load monitoring.” 2016. Web. 09 Dec 2019.

Vancouver:

Gillis JM. Time-frequency analysis techniques for non-intrusive load monitoring. [Internet] [Thesis]. University of Ontario Institute of Technology; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10155/744.

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

Council of Science Editors:

Gillis JM. Time-frequency analysis techniques for non-intrusive load monitoring. [Thesis]. University of Ontario Institute of Technology; 2016. Available from: http://hdl.handle.net/10155/744

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


ETH Zürich

9. Jäger, Thomas. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.

Degree: 2007, ETH Zürich

Subjects/Keywords: BETONPLATTEN (BAUSTATIK); STAHLBETON, SCHLAFF BEWEHRT (BAUSTOFFE); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE MODELLE (BAUSTATIK); QUERKRÄFTE + QUERKRAFTLINIEN (BAUSTATIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE, UNSTRESSED (BUILDING MATERIALS); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); SHEAR FORCES + SHEAR FORCES DIAGRAMS (STRUCTURAL ANALYSIS); CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Jäger, T. (2007). Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/150177

Chicago Manual of Style (16th Edition):

Jäger, Thomas. “Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.” 2007. Doctoral Dissertation, ETH Zürich. Accessed December 09, 2019. http://hdl.handle.net/20.500.11850/150177.

MLA Handbook (7th Edition):

Jäger, Thomas. “Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten.” 2007. Web. 09 Dec 2019.

Vancouver:

Jäger T. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. [Internet] [Doctoral dissertation]. ETH Zürich; 2007. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/20.500.11850/150177.

Council of Science Editors:

Jäger T. Querkraftwiderstand und Verformungsvermögen von Stahlbetonplatten. [Doctoral Dissertation]. ETH Zürich; 2007. Available from: http://hdl.handle.net/20.500.11850/150177


Queensland University of Technology

10. Yuan, Zeng. Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects.

Degree: 2004, Queensland University of Technology

 The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity… (more)

Subjects/Keywords: Lateral torsional buckling; Steel I-section; Rigid frame; Advanced analysis; Nonlinear analysis; Steel frame design; Ultimate Capacity; Structural Stability; load-deflection response; and Finite element analysis

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APA (6th Edition):

Yuan, Z. (2004). Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/15980/

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

Chicago Manual of Style (16th Edition):

Yuan, Zeng. “Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects.” 2004. Thesis, Queensland University of Technology. Accessed December 09, 2019. https://eprints.qut.edu.au/15980/.

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

MLA Handbook (7th Edition):

Yuan, Zeng. “Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects.” 2004. Web. 09 Dec 2019.

Vancouver:

Yuan Z. Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects. [Internet] [Thesis]. Queensland University of Technology; 2004. [cited 2019 Dec 09]. Available from: https://eprints.qut.edu.au/15980/.

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

Council of Science Editors:

Yuan Z. Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects. [Thesis]. Queensland University of Technology; 2004. Available from: https://eprints.qut.edu.au/15980/

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


Iowa State University

11. Ng, Kam Weng. Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles.

Degree: 2011, Iowa State University

 Because of the mandate imposed by the Federal Highway Administration (FHWA) on the implementation of Load Resistance Factor Design (LRFD) in all new bridge projects… (more)

Subjects/Keywords: Construction Control; Dynamic Analysis Method; Load and Resistance Factor Design; Pile Setup; Steel H-Pile; Civil and Environmental Engineering

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

APA (6th Edition):

Ng, K. W. (2011). Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/11924

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):

Ng, Kam Weng. “Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles.” 2011. Thesis, Iowa State University. Accessed December 09, 2019. https://lib.dr.iastate.edu/etd/11924.

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

MLA Handbook (7th Edition):

Ng, Kam Weng. “Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles.” 2011. Web. 09 Dec 2019.

Vancouver:

Ng KW. Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles. [Internet] [Thesis]. Iowa State University; 2011. [cited 2019 Dec 09]. Available from: https://lib.dr.iastate.edu/etd/11924.

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

Council of Science Editors:

Ng KW. Pile Setup, Dynamic Construction Control, and Load and Resistance Factor Design of Vertically-Loaded Steel H-Piles. [Thesis]. Iowa State University; 2011. Available from: https://lib.dr.iastate.edu/etd/11924

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


Delft University of Technology

12. Moerland, E. Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:.

Degree: 2011, Delft University of Technology

 The design of complex aircraft elements such as high-lift devices has large influence on the performance of modern transport airplanes. At the cost of increased… (more)

Subjects/Keywords: aeroelastic analysis; high-lift devices; parametric modeling; rapid load estimation; vortex-lattice method; structural sizing; preliminary design

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

APA (6th Edition):

Moerland, E. (2011). Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:feca38a2-e2f4-4249-9b73-5bcc4171ca9d

Chicago Manual of Style (16th Edition):

Moerland, E. “Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:.” 2011. Masters Thesis, Delft University of Technology. Accessed December 09, 2019. http://resolver.tudelft.nl/uuid:feca38a2-e2f4-4249-9b73-5bcc4171ca9d.

MLA Handbook (7th Edition):

Moerland, E. “Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:.” 2011. Web. 09 Dec 2019.

Vancouver:

Moerland E. Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Dec 09]. Available from: http://resolver.tudelft.nl/uuid:feca38a2-e2f4-4249-9b73-5bcc4171ca9d.

Council of Science Editors:

Moerland E. Development of an aeroelastic analysis tool for structural sizing of high-lift devices during preliminary design:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:feca38a2-e2f4-4249-9b73-5bcc4171ca9d


Georgia Tech

13. Kurc, Ozgur. A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions.

Degree: PhD, Civil and Environmental Engineering, 2005, Georgia Tech

 This study presented a substructure based parallel linear solution framework for the static analysis of linear structural engineering problems having multiple loading conditions. The framework… (more)

Subjects/Keywords: Partitioning; Direct solution; Substructuring; Structural; Parallel; Repartitioning; Load factor design Computer simulation; Structural analysis (Engineering)

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APA (6th Edition):

Kurc, O. (2005). A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/6923

Chicago Manual of Style (16th Edition):

Kurc, Ozgur. “A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions.” 2005. Doctoral Dissertation, Georgia Tech. Accessed December 09, 2019. http://hdl.handle.net/1853/6923.

MLA Handbook (7th Edition):

Kurc, Ozgur. “A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions.” 2005. Web. 09 Dec 2019.

Vancouver:

Kurc O. A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions. [Internet] [Doctoral dissertation]. Georgia Tech; 2005. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1853/6923.

Council of Science Editors:

Kurc O. A Substructure Based Parallel Solution Framework for Solving Linear Structural Systems with Multiple Loading Conditions. [Doctoral Dissertation]. Georgia Tech; 2005. Available from: http://hdl.handle.net/1853/6923


University of Connecticut

14. Lanham, Donald. Relationship Between Amino Acids and Performance Measures of Elite Soccer Players.

Degree: MS, Kinesiology, 2017, University of Connecticut

  Current theories suggest serum amino acids concentration can be used as an index of fatigue. The purpose was to quantify changes in the biomarkers,… (more)

Subjects/Keywords: Amino Acids; Performance Measures; Training Load; Phenylalanine; Taurine; Factor Analysis

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APA (6th Edition):

Lanham, D. (2017). Relationship Between Amino Acids and Performance Measures of Elite Soccer Players. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/1120

Chicago Manual of Style (16th Edition):

Lanham, Donald. “Relationship Between Amino Acids and Performance Measures of Elite Soccer Players.” 2017. Masters Thesis, University of Connecticut. Accessed December 09, 2019. https://opencommons.uconn.edu/gs_theses/1120.

MLA Handbook (7th Edition):

Lanham, Donald. “Relationship Between Amino Acids and Performance Measures of Elite Soccer Players.” 2017. Web. 09 Dec 2019.

Vancouver:

Lanham D. Relationship Between Amino Acids and Performance Measures of Elite Soccer Players. [Internet] [Masters thesis]. University of Connecticut; 2017. [cited 2019 Dec 09]. Available from: https://opencommons.uconn.edu/gs_theses/1120.

Council of Science Editors:

Lanham D. Relationship Between Amino Acids and Performance Measures of Elite Soccer Players. [Masters Thesis]. University of Connecticut; 2017. Available from: https://opencommons.uconn.edu/gs_theses/1120


University of Arizona

15. Prasad, Badri Krishnamurthy, 1959-. Experimental investigation of sleeved columns .

Degree: 1989, University of Arizona

 Results of experimental tests are presented for twelve 'Sleeved Column' specimens. All the specimens had an outer sleeve and an inner core, both of rectangular… (more)

Subjects/Keywords: Columns.; Structural dynamics.; Load factor design.

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APA (6th Edition):

Prasad, Badri Krishnamurthy, 1. (1989). Experimental investigation of sleeved columns . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/277134

Chicago Manual of Style (16th Edition):

Prasad, Badri Krishnamurthy, 1959-. “Experimental investigation of sleeved columns .” 1989. Masters Thesis, University of Arizona. Accessed December 09, 2019. http://hdl.handle.net/10150/277134.

MLA Handbook (7th Edition):

Prasad, Badri Krishnamurthy, 1959-. “Experimental investigation of sleeved columns .” 1989. Web. 09 Dec 2019.

Vancouver:

Prasad, Badri Krishnamurthy 1. Experimental investigation of sleeved columns . [Internet] [Masters thesis]. University of Arizona; 1989. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10150/277134.

Council of Science Editors:

Prasad, Badri Krishnamurthy 1. Experimental investigation of sleeved columns . [Masters Thesis]. University of Arizona; 1989. Available from: http://hdl.handle.net/10150/277134


Brno University of Technology

16. Zemánek, Tomáš. Spojitá betonová mostní konstrukce .

Degree: 2018, Brno University of Technology

 Diplomová práce je zaměřena na řešení silničního mostu, situovaného mezi obcemi Roudno a Razová přes vodní nádrž Slezská Harta. Před návrhem byly vytvořeny a porovnány… (more)

Subjects/Keywords: Silniční most; vodní nádrž; jednokomorový nosník; spojitý nosník; dodatečně předpjatý beton; zatížení; statický výpočet; časové závislá analýza; mezní stav únosnosti; mezní stav použitelnosti; Výkresová dokumentace; vizualizace; Road bridge; water basin; box girder; continuous girder; post-tensioned concrete; load; structural design; time dependent analysis; ultimate limit state; serviceability limit state; drawing documentation; visualization

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APA (6th Edition):

Zemánek, T. (2018). Spojitá betonová mostní konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70578

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):

Zemánek, Tomáš. “Spojitá betonová mostní konstrukce .” 2018. Thesis, Brno University of Technology. Accessed December 09, 2019. http://hdl.handle.net/11012/70578.

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

MLA Handbook (7th Edition):

Zemánek, Tomáš. “Spojitá betonová mostní konstrukce .” 2018. Web. 09 Dec 2019.

Vancouver:

Zemánek T. Spojitá betonová mostní konstrukce . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11012/70578.

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

Council of Science Editors:

Zemánek T. Spojitá betonová mostní konstrukce . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70578

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

17. Vu, Thanh Thuy. Load and resistance factor design of drilled shafts at the service limit state.

Degree: 2013, University of Missouri – Columbia

 A practical and efficient procedure for evaluation of drilled shafts at the service limit state is proposed. The procedure uses Load and Resistance Factor Design(more)

Subjects/Keywords: Shafts (Excavations)  – Evaluation; Load factor design; Reinforced concrete construction  – Testing; Structural analysis (Engineering); Geotechnical engineering

Page 1

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APA (6th Edition):

Vu, T. T. (2013). Load and resistance factor design of drilled shafts at the service limit state. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/40119

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):

Vu, Thanh Thuy. “Load and resistance factor design of drilled shafts at the service limit state.” 2013. Thesis, University of Missouri – Columbia. Accessed December 09, 2019. http://hdl.handle.net/10355/40119.

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

MLA Handbook (7th Edition):

Vu, Thanh Thuy. “Load and resistance factor design of drilled shafts at the service limit state.” 2013. Web. 09 Dec 2019.

Vancouver:

Vu TT. Load and resistance factor design of drilled shafts at the service limit state. [Internet] [Thesis]. University of Missouri – Columbia; 2013. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/10355/40119.

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

Council of Science Editors:

Vu TT. Load and resistance factor design of drilled shafts at the service limit state. [Thesis]. University of Missouri – Columbia; 2013. Available from: http://hdl.handle.net/10355/40119

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


Louisiana State University

18. Pathak, Binay. Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge.

Degree: MSCE, Civil and Environmental Engineering, 2010, Louisiana State University

 In offshore structures, battered piles have been used as an alternative to vertical piles because of their capability in resisting higher lateral loads. The foundations… (more)

Subjects/Keywords: Battered Pile; Lateral Load; Analysis

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APA (6th Edition):

Pathak, B. (2010). Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge. (Masters Thesis). Louisiana State University. Retrieved from etd-01092011-141358 ; https://digitalcommons.lsu.edu/gradschool_theses/2535

Chicago Manual of Style (16th Edition):

Pathak, Binay. “Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge.” 2010. Masters Thesis, Louisiana State University. Accessed December 09, 2019. etd-01092011-141358 ; https://digitalcommons.lsu.edu/gradschool_theses/2535.

MLA Handbook (7th Edition):

Pathak, Binay. “Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge.” 2010. Web. 09 Dec 2019.

Vancouver:

Pathak B. Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge. [Internet] [Masters thesis]. Louisiana State University; 2010. [cited 2019 Dec 09]. Available from: etd-01092011-141358 ; https://digitalcommons.lsu.edu/gradschool_theses/2535.

Council of Science Editors:

Pathak B. Analysis of static lateral load test of battered pile group at I-10 Twin Span Bridge. [Masters Thesis]. Louisiana State University; 2010. Available from: etd-01092011-141358 ; https://digitalcommons.lsu.edu/gradschool_theses/2535


Université Catholique de Louvain

19. Pisani, Michele. Dynamic analysis of a steel footbridge under running pedestrians.

Degree: 2017, Université Catholique de Louvain

After the widely known cases of human induced vibrations that affected the Millenium Bridge, London and the Passerelle Solférino, Paris, several and important studies were… (more)

Subjects/Keywords: Human-induced load; Footbridge design; Human structure interaction; HiVoSS guidelines; Transient analysis; Harmonic analysis of foootbridge; Running pedestrian load model

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APA (6th Edition):

Pisani, M. (2017). Dynamic analysis of a steel footbridge under running pedestrians. (Thesis). Université Catholique de Louvain. Retrieved from http://hdl.handle.net/2078.1/thesis:10716

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):

Pisani, Michele. “Dynamic analysis of a steel footbridge under running pedestrians.” 2017. Thesis, Université Catholique de Louvain. Accessed December 09, 2019. http://hdl.handle.net/2078.1/thesis:10716.

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

MLA Handbook (7th Edition):

Pisani, Michele. “Dynamic analysis of a steel footbridge under running pedestrians.” 2017. Web. 09 Dec 2019.

Vancouver:

Pisani M. Dynamic analysis of a steel footbridge under running pedestrians. [Internet] [Thesis]. Université Catholique de Louvain; 2017. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/2078.1/thesis:10716.

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

Council of Science Editors:

Pisani M. Dynamic analysis of a steel footbridge under running pedestrians. [Thesis]. Université Catholique de Louvain; 2017. Available from: http://hdl.handle.net/2078.1/thesis:10716

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


Oregon State University

20. Lee, Kyung Ho. Site-specific load models and hazards for probability-based design.

Degree: PhD, Civil Engineering, 2004, Oregon State University

Structural design codes have evolved continuously since modern codes were established. The allowable stress design format has been widely used since the late 191h century.… (more)

Subjects/Keywords: Load factor design

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APA (6th Edition):

Lee, K. H. (2004). Site-specific load models and hazards for probability-based design. (Doctoral Dissertation). Oregon State University. Retrieved from http://hdl.handle.net/1957/9350

Chicago Manual of Style (16th Edition):

Lee, Kyung Ho. “Site-specific load models and hazards for probability-based design.” 2004. Doctoral Dissertation, Oregon State University. Accessed December 09, 2019. http://hdl.handle.net/1957/9350.

MLA Handbook (7th Edition):

Lee, Kyung Ho. “Site-specific load models and hazards for probability-based design.” 2004. Web. 09 Dec 2019.

Vancouver:

Lee KH. Site-specific load models and hazards for probability-based design. [Internet] [Doctoral dissertation]. Oregon State University; 2004. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1957/9350.

Council of Science Editors:

Lee KH. Site-specific load models and hazards for probability-based design. [Doctoral Dissertation]. Oregon State University; 2004. Available from: http://hdl.handle.net/1957/9350


Rutgers University

21. Alboum, Matthew, 1986-. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.

Degree: MS, Civil and Environmental Engineering, 2011, Rutgers University

 Collapse of non-load path redundant structures is a growing concern in the United States. With many of the structures in our nation’s infrastructure reaching their… (more)

Subjects/Keywords: Truss bridges – United States; Load factor design

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APA (6th Edition):

Alboum, Matthew, 1. (2011). Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. (Masters Thesis). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978

Chicago Manual of Style (16th Edition):

Alboum, Matthew, 1986-. “Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.” 2011. Masters Thesis, Rutgers University. Accessed December 09, 2019. http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978.

MLA Handbook (7th Edition):

Alboum, Matthew, 1986-. “Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse.” 2011. Web. 09 Dec 2019.

Vancouver:

Alboum, Matthew 1. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. [Internet] [Masters thesis]. Rutgers University; 2011. [cited 2019 Dec 09]. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978.

Council of Science Editors:

Alboum, Matthew 1. Theoretical verification of an alternative load path system applied to an existing truss bridge to prevent collapse. [Masters Thesis]. Rutgers University; 2011. Available from: http://hdl.rutgers.edu/1782.1/rucore10001600001.ETD.000060978


Penn State University

22. Shah, Meet M. A Methodology for Development of Design Permit Vehicles.

Degree: MS, Civil Engineering, 2016, Penn State University

 This study proposes a methodology for the establishment of a design permit vehicle that will predict loading effects (shear and moment) caused by a population… (more)

Subjects/Keywords: Influence Lines; Bridge; Bridge Analysis; Permit Vehicle; Design Live Load

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APA (6th Edition):

Shah, M. M. (2016). A Methodology for Development of Design Permit Vehicles. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/13514mms434

Chicago Manual of Style (16th Edition):

Shah, Meet M. “A Methodology for Development of Design Permit Vehicles.” 2016. Masters Thesis, Penn State University. Accessed December 09, 2019. https://etda.libraries.psu.edu/catalog/13514mms434.

MLA Handbook (7th Edition):

Shah, Meet M. “A Methodology for Development of Design Permit Vehicles.” 2016. Web. 09 Dec 2019.

Vancouver:

Shah MM. A Methodology for Development of Design Permit Vehicles. [Internet] [Masters thesis]. Penn State University; 2016. [cited 2019 Dec 09]. Available from: https://etda.libraries.psu.edu/catalog/13514mms434.

Council of Science Editors:

Shah MM. A Methodology for Development of Design Permit Vehicles. [Masters Thesis]. Penn State University; 2016. Available from: https://etda.libraries.psu.edu/catalog/13514mms434


University of Manitoba

23. Zhou, Wei. Computational analysis of motorcoach rollover for passenger safety assessment.

Degree: Mechanical Engineering, 2016, University of Manitoba

 Under increasing public concern for the passenger safety in large passenger vehicles, legislative regulations are enforced and continuously updated. Recently, a new federal regulation was… (more)

Subjects/Keywords: Motorcoach Rollover; Vehicle Design; Passenger Safety; Crashworthiness; Load Transfer Analysis

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APA (6th Edition):

Zhou, W. (2016). Computational analysis of motorcoach rollover for passenger safety assessment. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32971

Chicago Manual of Style (16th Edition):

Zhou, Wei. “Computational analysis of motorcoach rollover for passenger safety assessment.” 2016. Masters Thesis, University of Manitoba. Accessed December 09, 2019. http://hdl.handle.net/1993/32971.

MLA Handbook (7th Edition):

Zhou, Wei. “Computational analysis of motorcoach rollover for passenger safety assessment.” 2016. Web. 09 Dec 2019.

Vancouver:

Zhou W. Computational analysis of motorcoach rollover for passenger safety assessment. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1993/32971.

Council of Science Editors:

Zhou W. Computational analysis of motorcoach rollover for passenger safety assessment. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32971


Brno University of Technology

24. Borkesz, Michael. Autoservis s čerpací stanicí .

Degree: 2014, Brno University of Technology

 Práce se zabývá statickým výpočtem a posouzením nosné ocelové konstrukce haly autoservisu s přilehlým zastřešením čerpací stanice pohonných hmot. Objekt se nachází na okraji obce… (more)

Subjects/Keywords: Ocelová konstrukce; autoservis; čerpací stanice pohonných hmot; statický výpočet; ocel; dimenzování; zatížení; vazník; Steel structure; garage; fuel station; structural design; structural analysis; steel; truss; load

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APA (6th Edition):

Borkesz, M. (2014). Autoservis s čerpací stanicí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34788

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):

Borkesz, Michael. “Autoservis s čerpací stanicí .” 2014. Thesis, Brno University of Technology. Accessed December 09, 2019. http://hdl.handle.net/11012/34788.

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

MLA Handbook (7th Edition):

Borkesz, Michael. “Autoservis s čerpací stanicí .” 2014. Web. 09 Dec 2019.

Vancouver:

Borkesz M. Autoservis s čerpací stanicí . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/11012/34788.

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

Council of Science Editors:

Borkesz M. Autoservis s čerpací stanicí . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34788

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


University of Connecticut

25. Kolev, Valeri I. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.

Degree: MS, Civil Engineering, 2015, University of Connecticut

  Proper management and maintenance of the highway transportation network is extremely important for the economy of the United States. A key to preservation of… (more)

Subjects/Keywords: Bridge Weigh-in-Motion; Structural Monitoring; Data Collection; Highway Bridge; Girder Bridges; Live Loads; Load distribution; Bridge Maintenance; Load and Resistance Factor Design

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APA (6th Edition):

Kolev, V. I. (2015). Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/838

Chicago Manual of Style (16th Edition):

Kolev, Valeri I. “Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.” 2015. Masters Thesis, University of Connecticut. Accessed December 09, 2019. https://opencommons.uconn.edu/gs_theses/838.

MLA Handbook (7th Edition):

Kolev, Valeri I. “Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut.” 2015. Web. 09 Dec 2019.

Vancouver:

Kolev VI. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. [Internet] [Masters thesis]. University of Connecticut; 2015. [cited 2019 Dec 09]. Available from: https://opencommons.uconn.edu/gs_theses/838.

Council of Science Editors:

Kolev VI. Bridge Weigh-in-Motion Long-term Traffic Monitoring in the State of Connecticut. [Masters Thesis]. University of Connecticut; 2015. Available from: https://opencommons.uconn.edu/gs_theses/838


University of Cincinnati

26. KANTHA SAMY, MADHAN KUMAR. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 Bridges B-0071 and B-0171 in Hamilton County, Ohio have been in service for about fifty years. They are short span bridges with prestressed concrete girders.… (more)

Subjects/Keywords: Engineering, Civil; Bridges; FRP; Prestressed Concrete; Concrete; Load Rating Factor; Nondestructive Load testing; Finite Element Analysis; Distribution Factors; Semi&8211; integral Diaphragms; Impact Factor; Composite Action

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APA (6th Edition):

KANTHA SAMY, M. K. (2007). FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654

Chicago Manual of Style (16th Edition):

KANTHA SAMY, MADHAN KUMAR. “FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.” 2007. Masters Thesis, University of Cincinnati. Accessed December 09, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654.

MLA Handbook (7th Edition):

KANTHA SAMY, MADHAN KUMAR. “FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS.” 2007. Web. 09 Dec 2019.

Vancouver:

KANTHA SAMY MK. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2019 Dec 09]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654.

Council of Science Editors:

KANTHA SAMY MK. FIELD TEST AND ANALYSIS OF TWO PRESTRESSED CONCRETE BRIDGES AFTER DECK REPLACEMENT WITH FRP PANELS. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1187271654


North Carolina State University

27. Kim, Kyung Jun. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.

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

 Resistance factors were developed in the framework of reliability theory for the Load and Resistance Factor Design (LRFD) of driven pile's axial capacity in North… (more)

Subjects/Keywords: pile bearing capacity; load and resistance factor design; Vesic; Nordlund; Meyerhof; reliability analysis; FORM; MVFOSM; AFOSM; resistance factor calibration; pile driving analyzer; static load test; bias factor

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APA (6th Edition):

Kim, K. J. (2003). Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/4367

Chicago Manual of Style (16th Edition):

Kim, Kyung Jun. “Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.” 2003. Doctoral Dissertation, North Carolina State University. Accessed December 09, 2019. http://www.lib.ncsu.edu/resolver/1840.16/4367.

MLA Handbook (7th Edition):

Kim, Kyung Jun. “Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina.” 2003. Web. 09 Dec 2019.

Vancouver:

Kim KJ. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. [Internet] [Doctoral dissertation]. North Carolina State University; 2003. [cited 2019 Dec 09]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4367.

Council of Science Editors:

Kim KJ. Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina. [Doctoral Dissertation]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/4367


Delft University of Technology

28. Gandhi, N.N. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.

Degree: 2016, Delft University of Technology

 Rapid growth in automotive sector and stringent safety requirements have led to the need for more sophisticated feedback mechanisms for the vehicle systems. One of… (more)

Subjects/Keywords: Load Sensing Bearing; Load Estimation; Strain; Uncertainty Analysis; Weighted Least Square

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APA (6th Edition):

Gandhi, N. N. (2016). Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5

Chicago Manual of Style (16th Edition):

Gandhi, N N. “Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.” 2016. Masters Thesis, Delft University of Technology. Accessed December 09, 2019. http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5.

MLA Handbook (7th Edition):

Gandhi, N N. “Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.” 2016. Web. 09 Dec 2019.

Vancouver:

Gandhi NN. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Dec 09]. Available from: http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5.

Council of Science Editors:

Gandhi NN. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5


Michigan State University

29. Iqbal, Shahid. Capacity reduction and fire load factors for LRFD of steel members exposed to fire.

Degree: PhD, Civil Engineering, 2010, Michigan State University

Subjects/Keywords: Structural design; Building, Iron and steel; Steel, Structural – Fire testing; Load factor design

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

APA (6th Edition):

Iqbal, S. (2010). Capacity reduction and fire load factors for LRFD of steel members exposed to fire. (Doctoral Dissertation). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:17682

Chicago Manual of Style (16th Edition):

Iqbal, Shahid. “Capacity reduction and fire load factors for LRFD of steel members exposed to fire.” 2010. Doctoral Dissertation, Michigan State University. Accessed December 09, 2019. http://etd.lib.msu.edu/islandora/object/etd:17682.

MLA Handbook (7th Edition):

Iqbal, Shahid. “Capacity reduction and fire load factors for LRFD of steel members exposed to fire.” 2010. Web. 09 Dec 2019.

Vancouver:

Iqbal S. Capacity reduction and fire load factors for LRFD of steel members exposed to fire. [Internet] [Doctoral dissertation]. Michigan State University; 2010. [cited 2019 Dec 09]. Available from: http://etd.lib.msu.edu/islandora/object/etd:17682.

Council of Science Editors:

Iqbal S. Capacity reduction and fire load factors for LRFD of steel members exposed to fire. [Doctoral Dissertation]. Michigan State University; 2010. Available from: http://etd.lib.msu.edu/islandora/object/etd:17682

30. Wang, Naiyu. Reliability-based condition assessment of existing highway bridges.

Degree: PhD, Civil and Environmental Engineering, 2010, Georgia Tech

 Condition assessment and safety verification of existing bridges and decisions as to whether bridge posting is required are addressed through analysis, load testing, or a… (more)

Subjects/Keywords: Reliability; Steel; Loads (forces); Condition assessment; Concrete (pre-stressed); Bridges (rating); Concrete (reinforced); Structural engineering; Structural analysis (Engineering); Bridges; Load factor design; Prestressed concrete bridges; Structural health monitoring

…LRFR) of Highway Bridges is keyed to the AASHTO Load and Resistance Factor Design (… …obtained from material tests, diagnostic load test and from in-depth structural analysis in… …diagnostic load tests, and improved mechanical models for structural component analysis into the… …and "plastic" design for steel, the load analysis formerly used in ASD was… …10 philosophy was referred to as Load Factor Design (LFD) and was incorporated… 

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

APA (6th Edition):

Wang, N. (2010). Reliability-based condition assessment of existing highway bridges. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/34835

Chicago Manual of Style (16th Edition):

Wang, Naiyu. “Reliability-based condition assessment of existing highway bridges.” 2010. Doctoral Dissertation, Georgia Tech. Accessed December 09, 2019. http://hdl.handle.net/1853/34835.

MLA Handbook (7th Edition):

Wang, Naiyu. “Reliability-based condition assessment of existing highway bridges.” 2010. Web. 09 Dec 2019.

Vancouver:

Wang N. Reliability-based condition assessment of existing highway bridges. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Dec 09]. Available from: http://hdl.handle.net/1853/34835.

Council of Science Editors:

Wang N. Reliability-based condition assessment of existing highway bridges. [Doctoral Dissertation]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/34835

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