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You searched for subject:(Structural reliability). Showing records 1 – 30 of 184 total matches.

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University of Alberta

1. Tang, Wei. A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation.

Degree: PhD, Department of Educational Psychology, 2015, University of Alberta

 In order to estimate reliability by a single administration of one test form, various approaches and corresponding reliability coefficients have been proposed so far. Currently,… (more)

Subjects/Keywords: structural equation modeling; reliability; bias

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

APA (6th Edition):

Tang, W. (2015). A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/2801pk117

Chicago Manual of Style (16th Edition):

Tang, Wei. “A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation.” 2015. Doctoral Dissertation, University of Alberta. Accessed April 04, 2020. https://era.library.ualberta.ca/files/2801pk117.

MLA Handbook (7th Edition):

Tang, Wei. “A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation.” 2015. Web. 04 Apr 2020.

Vancouver:

Tang W. A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation. [Internet] [Doctoral dissertation]. University of Alberta; 2015. [cited 2020 Apr 04]. Available from: https://era.library.ualberta.ca/files/2801pk117.

Council of Science Editors:

Tang W. A Comparison Study of the Reliability Coefficients from Five Approaches to Reliability Estimation. [Doctoral Dissertation]. University of Alberta; 2015. Available from: https://era.library.ualberta.ca/files/2801pk117


Mississippi State University

2. Wang, Wenqi. VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR.

Degree: MS, Civil and Environmental Engineering, 2010, Mississippi State University

  This thesis introduces a new adjustment factor for the probability-based load and resistance factor (LRFD) design for wood structures. By investigating the empirical data… (more)

Subjects/Keywords: Reliability; wood structural system; LRFD

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APA (6th Edition):

Wang, W. (2010). VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03242010-130803/ ;

Chicago Manual of Style (16th Edition):

Wang, Wenqi. “VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR.” 2010. Masters Thesis, Mississippi State University. Accessed April 04, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03242010-130803/ ;.

MLA Handbook (7th Edition):

Wang, Wenqi. “VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR.” 2010. Web. 04 Apr 2020.

Vancouver:

Wang W. VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR. [Internet] [Masters thesis]. Mississippi State University; 2010. [cited 2020 Apr 04]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03242010-130803/ ;.

Council of Science Editors:

Wang W. VARIATION IN LOAD PATH IN A WOOD STRUCTURAL SYSTEM AND A NEW RELIABILITY-BASED ADJUSTMENT FACTOR. [Masters Thesis]. Mississippi State University; 2010. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03242010-130803/ ;


Cornell University

3. Perez Cordoba, Xavier. Life-Cycle Cost Optimization For Foundation Engineering .

Degree: 2013, Cornell University

 The use of reliability-based design (RBD) in foundation engineering offers several advantages over traditional methods. Uncertainties in the load and capacity terms of the design… (more)

Subjects/Keywords: foundation engineerining; structural optimization; reliability

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APA (6th Edition):

Perez Cordoba, X. (2013). Life-Cycle Cost Optimization For Foundation Engineering . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/34381

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):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering .” 2013. Thesis, Cornell University. Accessed April 04, 2020. http://hdl.handle.net/1813/34381.

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

MLA Handbook (7th Edition):

Perez Cordoba, Xavier. “Life-Cycle Cost Optimization For Foundation Engineering .” 2013. Web. 04 Apr 2020.

Vancouver:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering . [Internet] [Thesis]. Cornell University; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1813/34381.

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

Council of Science Editors:

Perez Cordoba X. Life-Cycle Cost Optimization For Foundation Engineering . [Thesis]. Cornell University; 2013. Available from: http://hdl.handle.net/1813/34381

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


Utah State University

4. Bean, Brennan L. Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction.

Degree: PhD, Mathematics and Statistics, 2019, Utah State University

  One critical consideration in the design of buildings constructed in the western United States is the weight of settled snow on the roof of… (more)

Subjects/Keywords: imprecise geostatistics; structural reliability; Mathematics

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

APA (6th Edition):

Bean, B. L. (2019). Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction. (Doctoral Dissertation). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/7579

Chicago Manual of Style (16th Edition):

Bean, Brennan L. “Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction.” 2019. Doctoral Dissertation, Utah State University. Accessed April 04, 2020. https://digitalcommons.usu.edu/etd/7579.

MLA Handbook (7th Edition):

Bean, Brennan L. “Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction.” 2019. Web. 04 Apr 2020.

Vancouver:

Bean BL. Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction. [Internet] [Doctoral dissertation]. Utah State University; 2019. [cited 2020 Apr 04]. Available from: https://digitalcommons.usu.edu/etd/7579.

Council of Science Editors:

Bean BL. Interval-Valued Kriging Models with Applications in Design Ground Snow Load Prediction. [Doctoral Dissertation]. Utah State University; 2019. Available from: https://digitalcommons.usu.edu/etd/7579


Stellenbosch University

5. De Koker, Nico. Reliability-Based Design in Geostructural Engineering.

Degree: PhD, 2018, Stellenbosch University

ENGLISH ABSTRACT: Current standards used in South African geotechnical design practice follow the partial factor limit states design approach. Although partial factors used in this… (more)

Subjects/Keywords: Geotechnical Engineering; UCTD; Structural design  – Reliability (Engineering); Structural design; Structural Engineering

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APA (6th Edition):

De Koker, N. (2018). Reliability-Based Design in Geostructural Engineering. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/104862

Chicago Manual of Style (16th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/104862.

MLA Handbook (7th Edition):

De Koker, Nico. “Reliability-Based Design in Geostructural Engineering.” 2018. Web. 04 Apr 2020.

Vancouver:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/104862.

Council of Science Editors:

De Koker N. Reliability-Based Design in Geostructural Engineering. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/104862


Indian Institute of Science

6. Panda, Satya Swaroop. Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis.

Degree: 2008, Indian Institute of Science

 The work reported in this thesis is in the area of computational modeling of reliability of engineering structures. The emphasis of the study is on… (more)

Subjects/Keywords: Extreme Value Analysis; Structural Analysis; Reliability Analysis; Experimental Design; Engineering Structures - Reliability; Structural Reliability Modeling; Time Variant Reliability Analysis; Extreme Value Distributions; Reliability Modeling; Extreme Value Theory; Structural Engineering

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APA (6th Edition):

Panda, S. S. (2008). Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/845

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):

Panda, Satya Swaroop. “Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis.” 2008. Thesis, Indian Institute of Science. Accessed April 04, 2020. http://hdl.handle.net/2005/845.

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

MLA Handbook (7th Edition):

Panda, Satya Swaroop. “Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis.” 2008. Web. 04 Apr 2020.

Vancouver:

Panda SS. Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2005/845.

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

Council of Science Editors:

Panda SS. Development Of Methods For Structural Reliability Analysis Using Design And Analysis Of Computer Experiments And Data Based Extreme Value Analysis. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/845

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

7. Higo, Eishiro. Statistical Sample Size Determination Methods for Inspections of Engineering Systems.

Degree: 2018, University of Waterloo

 A statistical sample size determination (SSD) method is designed for the maintenance of engineering components of similar structure within an overall system. The maintenance problem… (more)

Subjects/Keywords: Structural reliability; Value of information; Sample size

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APA (6th Edition):

Higo, E. (2018). Statistical Sample Size Determination Methods for Inspections of Engineering Systems. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/14257

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):

Higo, Eishiro. “Statistical Sample Size Determination Methods for Inspections of Engineering Systems.” 2018. Thesis, University of Waterloo. Accessed April 04, 2020. http://hdl.handle.net/10012/14257.

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

MLA Handbook (7th Edition):

Higo, Eishiro. “Statistical Sample Size Determination Methods for Inspections of Engineering Systems.” 2018. Web. 04 Apr 2020.

Vancouver:

Higo E. Statistical Sample Size Determination Methods for Inspections of Engineering Systems. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10012/14257.

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

Council of Science Editors:

Higo E. Statistical Sample Size Determination Methods for Inspections of Engineering Systems. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/14257

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


University of Melbourne

8. Maizuar. An innovative model for structural health assessment of bridges.

Degree: 2018, University of Melbourne

 Urban transport infrastructure plays a key role in the Australian economy. Articulated trucks are now used to transport approximately 80% of the freight in Australia,… (more)

Subjects/Keywords: innovative model; structural health assessment; bridge; reliability

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APA (6th Edition):

Maizuar. (2018). An innovative model for structural health assessment of bridges. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/216329

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

Chicago Manual of Style (16th Edition):

Maizuar. “An innovative model for structural health assessment of bridges.” 2018. Doctoral Dissertation, University of Melbourne. Accessed April 04, 2020. http://hdl.handle.net/11343/216329.

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

MLA Handbook (7th Edition):

Maizuar. “An innovative model for structural health assessment of bridges.” 2018. Web. 04 Apr 2020.

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

Vancouver:

Maizuar. An innovative model for structural health assessment of bridges. [Internet] [Doctoral dissertation]. University of Melbourne; 2018. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11343/216329.

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

Council of Science Editors:

Maizuar. An innovative model for structural health assessment of bridges. [Doctoral Dissertation]. University of Melbourne; 2018. Available from: http://hdl.handle.net/11343/216329

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


Indian Institute of Science

9. Sundar, V S. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.

Degree: 2013, Indian Institute of Science

 Monte Carlo simulation techniques have emerged as widely accepted computing tools in tackling many problems in modern structural mechanics. Apart from developments in computational hardware,… (more)

Subjects/Keywords: Structural Reliability; Monte Carlo Simulations; Structural Reliability Modeling; Time Variant Reliability Analysis; Nonlinear Vibrating Systems - Time Variant Reliability; Random Vibration Testing; Structural Dynamical Systems - Time Variant Reliability; Structural Reliability Model; Time Variant Reliability Model; Structural Mechanics; Nonlinear Dynamical Systems - Reliability Modeling; Reliability Models; Structural Reliability Testing; Girsanov's Transformation; Civil Engineering

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APA (6th Edition):

Sundar, V. S. (2013). Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-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):

Sundar, V S. “Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.” 2013. Thesis, Indian Institute of Science. Accessed April 04, 2020. http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-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):

Sundar, V S. “Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing.” 2013. Web. 04 Apr 2020.

Vancouver:

Sundar VS. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Apr 04]. Available from: http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-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:

Sundar VS. Monte Carlo Simulations with Variance Reduction for Structural Reliability Modeling, Updating and Testing. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3448 ; http://etd.iisc.ernet.in/abstracts/4315/G25971-Abs.pdf

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


Lehigh University

10. Saydam, Duygu. Reliability and Risk of Structural Systems under Progressive and Sudden Damage.

Degree: PhD, Structural Engineering, 2013, Lehigh University

Structural systems are usually subjected to progressive and/or sudden damage throughout their lifetime. Damage can cause a reduced level of safety and increase the life-cycle… (more)

Subjects/Keywords: life-cycle performance; performance indicators; risk; structural damage; structural optimization; structural reliability; Civil and Environmental Engineering; Engineering; Structural Engineering

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

APA (6th Edition):

Saydam, D. (2013). Reliability and Risk of Structural Systems under Progressive and Sudden Damage. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1616

Chicago Manual of Style (16th Edition):

Saydam, Duygu. “Reliability and Risk of Structural Systems under Progressive and Sudden Damage.” 2013. Doctoral Dissertation, Lehigh University. Accessed April 04, 2020. https://preserve.lehigh.edu/etd/1616.

MLA Handbook (7th Edition):

Saydam, Duygu. “Reliability and Risk of Structural Systems under Progressive and Sudden Damage.” 2013. Web. 04 Apr 2020.

Vancouver:

Saydam D. Reliability and Risk of Structural Systems under Progressive and Sudden Damage. [Internet] [Doctoral dissertation]. Lehigh University; 2013. [cited 2020 Apr 04]. Available from: https://preserve.lehigh.edu/etd/1616.

Council of Science Editors:

Saydam D. Reliability and Risk of Structural Systems under Progressive and Sudden Damage. [Doctoral Dissertation]. Lehigh University; 2013. Available from: https://preserve.lehigh.edu/etd/1616


Ryerson University

11. Morsy, Rana. The use of random decrement technique for long term health monitoring of concrete structures.

Degree: 2016, Ryerson University

 This investigation deals with the development of an advanced strategy for Structural Health Monitoring (SHM) of concrete beams and girders for important structures such as… (more)

Subjects/Keywords: Structural health monitoring; Structural failures  – Prevention; Reliability (Engineering); Concrete beams  – Design and construction; Reinforced concrete

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APA (6th Edition):

Morsy, R. (2016). The use of random decrement technique for long term health monitoring of concrete structures. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5776

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):

Morsy, Rana. “The use of random decrement technique for long term health monitoring of concrete structures.” 2016. Thesis, Ryerson University. Accessed April 04, 2020. https://digital.library.ryerson.ca/islandora/object/RULA%3A5776.

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

MLA Handbook (7th Edition):

Morsy, Rana. “The use of random decrement technique for long term health monitoring of concrete structures.” 2016. Web. 04 Apr 2020.

Vancouver:

Morsy R. The use of random decrement technique for long term health monitoring of concrete structures. [Internet] [Thesis]. Ryerson University; 2016. [cited 2020 Apr 04]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5776.

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

Council of Science Editors:

Morsy R. The use of random decrement technique for long term health monitoring of concrete structures. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5776

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


Louisiana State University

12. Sen, Ufuk. Risk Assessment of Concrete Gravity Dams under Earthquake Loads.

Degree: MSCE, Structural Engineering, 2018, Louisiana State University

  Dams are important structures to supply water for irrigation or drinking, to control flood, and to generate electricity. In seismic regions, the structural safety… (more)

Subjects/Keywords: Concrete Gravity Dams; Structural Reliability; Dam Safety; Fragility; Structural Engineering; Seismic Effects

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

APA (6th Edition):

Sen, U. (2018). Risk Assessment of Concrete Gravity Dams under Earthquake Loads. (Masters Thesis). Louisiana State University. Retrieved from https://digitalcommons.lsu.edu/gradschool_theses/4730

Chicago Manual of Style (16th Edition):

Sen, Ufuk. “Risk Assessment of Concrete Gravity Dams under Earthquake Loads.” 2018. Masters Thesis, Louisiana State University. Accessed April 04, 2020. https://digitalcommons.lsu.edu/gradschool_theses/4730.

MLA Handbook (7th Edition):

Sen, Ufuk. “Risk Assessment of Concrete Gravity Dams under Earthquake Loads.” 2018. Web. 04 Apr 2020.

Vancouver:

Sen U. Risk Assessment of Concrete Gravity Dams under Earthquake Loads. [Internet] [Masters thesis]. Louisiana State University; 2018. [cited 2020 Apr 04]. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4730.

Council of Science Editors:

Sen U. Risk Assessment of Concrete Gravity Dams under Earthquake Loads. [Masters Thesis]. Louisiana State University; 2018. Available from: https://digitalcommons.lsu.edu/gradschool_theses/4730


Stellenbosch University

13. Mensah, Kenneth Kwesi. Reliability assessment of structural concrete with special reference to stirrup design.

Degree: PhD, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ABSTRACT: Structural design standards based on the principles of structural reliability are gaining worldwide acceptance and are fast becoming the new basis for structural(more)

Subjects/Keywords: Structural design standards; European Concrete Design Standard; Structural concrete  – Reliability assessment; UCTD

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

APA (6th Edition):

Mensah, K. K. (2015). Reliability assessment of structural concrete with special reference to stirrup design. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96913

Chicago Manual of Style (16th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to stirrup design.” 2015. Doctoral Dissertation, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/96913.

MLA Handbook (7th Edition):

Mensah, Kenneth Kwesi. “Reliability assessment of structural concrete with special reference to stirrup design.” 2015. Web. 04 Apr 2020.

Vancouver:

Mensah KK. Reliability assessment of structural concrete with special reference to stirrup design. [Internet] [Doctoral dissertation]. Stellenbosch University; 2015. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/96913.

Council of Science Editors:

Mensah KK. Reliability assessment of structural concrete with special reference to stirrup design. [Doctoral Dissertation]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96913


University of Sydney

14. Liu, Wenyu. System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis .

Degree: 2016, University of Sydney

 The system-based design of steel structure using advanced analysis leads to a more efficient structural design process and achieves a more uniform level of structural(more)

Subjects/Keywords: 3D steel frames; advanced analysis; system-based design; structural reliability; structural engineering; GMNIA analysis

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

APA (6th Edition):

Liu, W. (2016). System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/16126

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):

Liu, Wenyu. “System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis .” 2016. Thesis, University of Sydney. Accessed April 04, 2020. http://hdl.handle.net/2123/16126.

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

MLA Handbook (7th Edition):

Liu, Wenyu. “System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis .” 2016. Web. 04 Apr 2020.

Vancouver:

Liu W. System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis . [Internet] [Thesis]. University of Sydney; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2123/16126.

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

Council of Science Editors:

Liu W. System Reliability-Based Design of Three-Dimensional Steel Structures by Advanced Analysis . [Thesis]. University of Sydney; 2016. Available from: http://hdl.handle.net/2123/16126

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


Texas A&M University

15. Bisadi, Vahid 1980-. Structural Reliability of Bridges Elevated with Steel Pedestals.

Degree: 2012, Texas A&M University

 Overheight vehicle impact to bridge decks is a major problem in the transportation networks in the United States. An important factor that causes this problem… (more)

Subjects/Keywords: Life-Cycle Cost Analysis; Steel Pedestals; Bridges; Structural Reliability

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APA (6th Edition):

Bisadi, V. 1. (2012). Structural Reliability of Bridges Elevated with Steel Pedestals. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/148110

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):

Bisadi, Vahid 1980-. “Structural Reliability of Bridges Elevated with Steel Pedestals.” 2012. Thesis, Texas A&M University. Accessed April 04, 2020. http://hdl.handle.net/1969.1/148110.

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

MLA Handbook (7th Edition):

Bisadi, Vahid 1980-. “Structural Reliability of Bridges Elevated with Steel Pedestals.” 2012. Web. 04 Apr 2020.

Vancouver:

Bisadi V1. Structural Reliability of Bridges Elevated with Steel Pedestals. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1969.1/148110.

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

Council of Science Editors:

Bisadi V1. Structural Reliability of Bridges Elevated with Steel Pedestals. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/148110

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


University of Toledo

16. Jehan, Musarrat. Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems.

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

 The response of a dynamic system is random. There is randomness in both the applied loads and the strength of the system. Therefore, to account… (more)

Subjects/Keywords: Engineering; reliability, failure analysis, random vibration, structural dynamics, separable Monte Carlo

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

APA (6th Edition):

Jehan, M. (2014). Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems. (Doctoral Dissertation). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1418161683

Chicago Manual of Style (16th Edition):

Jehan, Musarrat. “Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems.” 2014. Doctoral Dissertation, University of Toledo. Accessed April 04, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1418161683.

MLA Handbook (7th Edition):

Jehan, Musarrat. “Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems.” 2014. Web. 04 Apr 2020.

Vancouver:

Jehan M. Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems. [Internet] [Doctoral dissertation]. University of Toledo; 2014. [cited 2020 Apr 04]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1418161683.

Council of Science Editors:

Jehan M. Bootstrapping & Separable Monte Carlo Simulation Methods Tailored for Efficient Assessment of Probability of Failure of Dynamic Systems. [Doctoral Dissertation]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1418161683

17. Carswell, Wystan. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.

Degree: MS, Civil Engineering, 2012, University of Massachusetts

  A literature review of current design and analysis methods for offshore wind turbine (OWT) foundations is presented, focusing primarily on the monopile foundation. Laterally… (more)

Subjects/Keywords: reliability; monopile foundation; offshore wind turbine; Geotechnical Engineering; Structural Engineering

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

APA (6th Edition):

Carswell, W. (2012). Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/848

Chicago Manual of Style (16th Edition):

Carswell, Wystan. “Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.” 2012. Masters Thesis, University of Massachusetts. Accessed April 04, 2020. https://scholarworks.umass.edu/theses/848.

MLA Handbook (7th Edition):

Carswell, Wystan. “Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction.” 2012. Web. 04 Apr 2020.

Vancouver:

Carswell W. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. [Internet] [Masters thesis]. University of Massachusetts; 2012. [cited 2020 Apr 04]. Available from: https://scholarworks.umass.edu/theses/848.

Council of Science Editors:

Carswell W. Probabilistic Analysis of Offshore Wind Turbine Soil-Structure Interaction. [Masters Thesis]. University of Massachusetts; 2012. Available from: https://scholarworks.umass.edu/theses/848


Delft University of Technology

18. Van der Linde, W.B. Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:.

Degree: 2015, Delft University of Technology

 The intent of US design codes is to design buildings with uniform reliability regardless of the building type, location, or design approach. However, it is… (more)

Subjects/Keywords: Seismic; Concrete; Structural reliability; Shear wall; Distributor; Diaphragm

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

APA (6th Edition):

Van der Linde, W. B. (2015). Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8b864114-decd-45c4-9e45-1384ec9e9c0d

Chicago Manual of Style (16th Edition):

Van der Linde, W B. “Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 04, 2020. http://resolver.tudelft.nl/uuid:8b864114-decd-45c4-9e45-1384ec9e9c0d.

MLA Handbook (7th Edition):

Van der Linde, W B. “Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:.” 2015. Web. 04 Apr 2020.

Vancouver:

Van der Linde WB. Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Apr 04]. Available from: http://resolver.tudelft.nl/uuid:8b864114-decd-45c4-9e45-1384ec9e9c0d.

Council of Science Editors:

Van der Linde WB. Structural Reliability of Seismic Design Methodologies for Shear Walls and Distributors in Reinforced Concrete Buildings:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:8b864114-decd-45c4-9e45-1384ec9e9c0d

19. Petillo, F. Probability-based strength reassessment of corroded FPSOs using monitored loads:.

Degree: 2015, Delft University of Technology

 FPSOs are nowadays a common practice in the production of oil at sea. These ship-type offshore units, however, cannot have regular dry-docking as they have… (more)

Subjects/Keywords: FPSO; structural reliability; corrosion

…156 7.1.2 Effects of the initial corroded thickness on the structural reliability… …158 7.1.3 Effects of the load combinations method on the structural reliability… …164 7.1.5 Effects of the correlation coefficients on the structural reliability… …184 12.1.2 Effects of the initial corroded thickness on the structural reliability… …184 12.1.3 Effects of the load combinations method on the structural reliability… 

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APA (6th Edition):

Petillo, F. (2015). Probability-based strength reassessment of corroded FPSOs using monitored loads:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:44c0cca2-67a5-41cd-bd36-f7e06244049f

Chicago Manual of Style (16th Edition):

Petillo, F. “Probability-based strength reassessment of corroded FPSOs using monitored loads:.” 2015. Masters Thesis, Delft University of Technology. Accessed April 04, 2020. http://resolver.tudelft.nl/uuid:44c0cca2-67a5-41cd-bd36-f7e06244049f.

MLA Handbook (7th Edition):

Petillo, F. “Probability-based strength reassessment of corroded FPSOs using monitored loads:.” 2015. Web. 04 Apr 2020.

Vancouver:

Petillo F. Probability-based strength reassessment of corroded FPSOs using monitored loads:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Apr 04]. Available from: http://resolver.tudelft.nl/uuid:44c0cca2-67a5-41cd-bd36-f7e06244049f.

Council of Science Editors:

Petillo F. Probability-based strength reassessment of corroded FPSOs using monitored loads:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:44c0cca2-67a5-41cd-bd36-f7e06244049f


Columbia University

20. Ozturk, Samet. Forecasting Wind Turbine Failures and Associated Costs.

Degree: 2019, Columbia University

 Electricity demand is rapidly increasing with growth of population, development of technologies and electrically intensive industries. Also, emerging climate change concerns compel governments to seek… (more)

Subjects/Keywords: Environmental engineering; Power resources; Wind turbines; Structural failures; Reliability (Engineering)

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

APA (6th Edition):

Ozturk, S. (2019). Forecasting Wind Turbine Failures and Associated Costs. (Doctoral Dissertation). Columbia University. Retrieved from https://doi.org/10.7916/d8-6qar-md39

Chicago Manual of Style (16th Edition):

Ozturk, Samet. “Forecasting Wind Turbine Failures and Associated Costs.” 2019. Doctoral Dissertation, Columbia University. Accessed April 04, 2020. https://doi.org/10.7916/d8-6qar-md39.

MLA Handbook (7th Edition):

Ozturk, Samet. “Forecasting Wind Turbine Failures and Associated Costs.” 2019. Web. 04 Apr 2020.

Vancouver:

Ozturk S. Forecasting Wind Turbine Failures and Associated Costs. [Internet] [Doctoral dissertation]. Columbia University; 2019. [cited 2020 Apr 04]. Available from: https://doi.org/10.7916/d8-6qar-md39.

Council of Science Editors:

Ozturk S. Forecasting Wind Turbine Failures and Associated Costs. [Doctoral Dissertation]. Columbia University; 2019. Available from: https://doi.org/10.7916/d8-6qar-md39

21. Langsford, Steven. Using comparison judgments to study representations.

Degree: 2017, University of Adelaide

 Three projects are presented, all using comparison data to investigate representations. Processes of comparison are the focus here because of the strong links they create… (more)

Subjects/Keywords: transformational similarity; structural alignment; test-retest reliability of sentence acceptability judgment

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7

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APA (6th Edition):

Langsford, S. (2017). Using comparison judgments to study representations. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119570

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):

Langsford, Steven. “Using comparison judgments to study representations.” 2017. Thesis, University of Adelaide. Accessed April 04, 2020. http://hdl.handle.net/2440/119570.

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

MLA Handbook (7th Edition):

Langsford, Steven. “Using comparison judgments to study representations.” 2017. Web. 04 Apr 2020.

Vancouver:

Langsford S. Using comparison judgments to study representations. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2440/119570.

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

Council of Science Editors:

Langsford S. Using comparison judgments to study representations. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/119570

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


Stellenbosch University

22. Pagel, Calvin. Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber.

Degree: MEng, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: Only 1 % of South Africa’s total land area is used for forestry with 51 % of that being used for Pinus and… (more)

Subjects/Keywords: Eucalyptus grandis; Reliability testing; Timber buildings; Structural control (Engineering); UCTD

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APA (6th Edition):

Pagel, C. (2019). Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/106071

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):

Pagel, Calvin. “Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber.” 2019. Thesis, Stellenbosch University. Accessed April 04, 2020. http://hdl.handle.net/10019.1/106071.

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

MLA Handbook (7th Edition):

Pagel, Calvin. “Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber.” 2019. Web. 04 Apr 2020.

Vancouver:

Pagel C. Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10019.1/106071.

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

Council of Science Editors:

Pagel C. Investigation into material resistance factors and properties of young, engineered Eucalyptus grandis timber. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/106071

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


University of Sydney

23. Shayan, Shabnam. System reliability-based design of 2D steel frames by advanced analysis .

Degree: 2013, University of Sydney

 The design of steel frames by geometric and material nonlinear analysis also referred to as -inelastic‖ or -advanced‖ analysis, is permitted by most specifications such… (more)

Subjects/Keywords: Design (buildings); Frames; Inelastic analysis; Reliability; Steel; Structural engineering

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

APA (6th Edition):

Shayan, S. (2013). System reliability-based design of 2D steel frames by advanced analysis . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/10196

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):

Shayan, Shabnam. “System reliability-based design of 2D steel frames by advanced analysis .” 2013. Thesis, University of Sydney. Accessed April 04, 2020. http://hdl.handle.net/2123/10196.

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

MLA Handbook (7th Edition):

Shayan, Shabnam. “System reliability-based design of 2D steel frames by advanced analysis .” 2013. Web. 04 Apr 2020.

Vancouver:

Shayan S. System reliability-based design of 2D steel frames by advanced analysis . [Internet] [Thesis]. University of Sydney; 2013. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2123/10196.

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

Council of Science Editors:

Shayan S. System reliability-based design of 2D steel frames by advanced analysis . [Thesis]. University of Sydney; 2013. Available from: http://hdl.handle.net/2123/10196

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


University of Sydney

24. Reynolds, James Bernard. Advanced analysis and reliability-based design of steel scaffolding systems .

Degree: 2014, University of Sydney

 This thesis presents a comprehensive investigation of the advanced analysis, reliability-based design and optimisation of steel support scaffolding systems. Support scaffolding systems are used to… (more)

Subjects/Keywords: Construction formwork; Loads (forces); Scaffold; Probability-based design; Structural reliability; Calibration

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APA (6th Edition):

Reynolds, J. B. (2014). Advanced analysis and reliability-based design of steel scaffolding systems . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/11626

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):

Reynolds, James Bernard. “Advanced analysis and reliability-based design of steel scaffolding systems .” 2014. Thesis, University of Sydney. Accessed April 04, 2020. http://hdl.handle.net/2123/11626.

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

MLA Handbook (7th Edition):

Reynolds, James Bernard. “Advanced analysis and reliability-based design of steel scaffolding systems .” 2014. Web. 04 Apr 2020.

Vancouver:

Reynolds JB. Advanced analysis and reliability-based design of steel scaffolding systems . [Internet] [Thesis]. University of Sydney; 2014. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/2123/11626.

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

Council of Science Editors:

Reynolds JB. Advanced analysis and reliability-based design of steel scaffolding systems . [Thesis]. University of Sydney; 2014. Available from: http://hdl.handle.net/2123/11626

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


Rutgers University

25. Lin, Po Ting, 1981-. Parametric modeling and optimization of thermal systems with design uncertainties.

Degree: PhD, Mechanical and Aerospace Engineering, 2010, Rutgers University

Thermal systems play significant roles in the engineering practices and our lives. To improve those thermal systems, it is necessary to model and optimize the… (more)

Subjects/Keywords: Structural optimization; Chemical vapor deposition; Monte Carlo method; Reliability (Engineering)

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APA (6th Edition):

Lin, Po Ting, 1. (2010). Parametric modeling and optimization of thermal systems with design uncertainties. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000053116

Chicago Manual of Style (16th Edition):

Lin, Po Ting, 1981-. “Parametric modeling and optimization of thermal systems with design uncertainties.” 2010. Doctoral Dissertation, Rutgers University. Accessed April 04, 2020. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000053116.

MLA Handbook (7th Edition):

Lin, Po Ting, 1981-. “Parametric modeling and optimization of thermal systems with design uncertainties.” 2010. Web. 04 Apr 2020.

Vancouver:

Lin, Po Ting 1. Parametric modeling and optimization of thermal systems with design uncertainties. [Internet] [Doctoral dissertation]. Rutgers University; 2010. [cited 2020 Apr 04]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000053116.

Council of Science Editors:

Lin, Po Ting 1. Parametric modeling and optimization of thermal systems with design uncertainties. [Doctoral Dissertation]. Rutgers University; 2010. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000053116


Luleå University of Technology

26. Sawicki, Bartłomiej. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.

Degree: 2015, Luleå University of Technology

The demolition of an old structure and replacement with a new one is a very complex, time consuming and expensive task, especially if it… (more)

Subjects/Keywords: Technology; Structural assesment; Reliability; Bridges; Prestress; Shear resistance; Teknik

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

APA (6th Edition):

Sawicki, B. (2015). Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508

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):

Sawicki, Bartłomiej. “Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.” 2015. Thesis, Luleå University of Technology. Accessed April 04, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508.

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

MLA Handbook (7th Edition):

Sawicki, Bartłomiej. “Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties.” 2015. Web. 04 Apr 2020.

Vancouver:

Sawicki B. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. [Internet] [Thesis]. Luleå University of Technology; 2015. [cited 2020 Apr 04]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508.

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

Council of Science Editors:

Sawicki B. Structural Assessment of a Concrete Bridge : Probabilistic analysis of the Shear Resistance of the Kiruna Mine Bridge Using In-Situ Material Properties. [Thesis]. Luleå University of Technology; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-51508

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


Georgia Tech

27. Goodman, Joseph Neal. Performance measures for residential PV structural response to wind effects.

Degree: PhD, Architecture, 2016, Georgia Tech

 This thesis applies structural reliability measures for the performance based design of residential PV system structures. These measures are intended to support designers in delivering… (more)

Subjects/Keywords: Solar PV; Residential PV; PV structural performance; Reliability performance

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APA (6th Edition):

Goodman, J. N. (2016). Performance measures for residential PV structural response to wind effects. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/54910

Chicago Manual of Style (16th Edition):

Goodman, Joseph Neal. “Performance measures for residential PV structural response to wind effects.” 2016. Doctoral Dissertation, Georgia Tech. Accessed April 04, 2020. http://hdl.handle.net/1853/54910.

MLA Handbook (7th Edition):

Goodman, Joseph Neal. “Performance measures for residential PV structural response to wind effects.” 2016. Web. 04 Apr 2020.

Vancouver:

Goodman JN. Performance measures for residential PV structural response to wind effects. [Internet] [Doctoral dissertation]. Georgia Tech; 2016. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/1853/54910.

Council of Science Editors:

Goodman JN. Performance measures for residential PV structural response to wind effects. [Doctoral Dissertation]. Georgia Tech; 2016. Available from: http://hdl.handle.net/1853/54910


University of Lund

28. Honfi, Daniel. Design for Serviceability - A probabilistic approach.

Degree: 2013, University of Lund

 In many design situations the acceptable performance of structures is defined by serviceability requirements. To estimate the probability of serviceability failure three main design aspects… (more)

Subjects/Keywords: Building Technologies; design codes; long-term deflections; structural reliability; serviceability

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APA (6th Edition):

Honfi, D. (2013). Design for Serviceability - A probabilistic approach. (Doctoral Dissertation). University of Lund. Retrieved from https://lup.lub.lu.se/record/4216141 ; https://portal.research.lu.se/ws/files/4036337/4216169.pdf

Chicago Manual of Style (16th Edition):

Honfi, Daniel. “Design for Serviceability - A probabilistic approach.” 2013. Doctoral Dissertation, University of Lund. Accessed April 04, 2020. https://lup.lub.lu.se/record/4216141 ; https://portal.research.lu.se/ws/files/4036337/4216169.pdf.

MLA Handbook (7th Edition):

Honfi, Daniel. “Design for Serviceability - A probabilistic approach.” 2013. Web. 04 Apr 2020.

Vancouver:

Honfi D. Design for Serviceability - A probabilistic approach. [Internet] [Doctoral dissertation]. University of Lund; 2013. [cited 2020 Apr 04]. Available from: https://lup.lub.lu.se/record/4216141 ; https://portal.research.lu.se/ws/files/4036337/4216169.pdf.

Council of Science Editors:

Honfi D. Design for Serviceability - A probabilistic approach. [Doctoral Dissertation]. University of Lund; 2013. Available from: https://lup.lub.lu.se/record/4216141 ; https://portal.research.lu.se/ws/files/4036337/4216169.pdf


University of Exeter

29. Khalid, F. Reliability assessment approach through geospatial mapping for offshore wind energy.

Degree: PhD, 2019, University of Exeter

 To meet the increased energy demands, uphold commitments made in the Paris agreement and provide energy security to its consumers, the United Kingdom is rapidly… (more)

Subjects/Keywords: Offshore wind energy; Structural reliability; Geospatial mapping; Site characterisation; Performance indicator

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

APA (6th Edition):

Khalid, F. (2019). Reliability assessment approach through geospatial mapping for offshore wind energy. (Doctoral Dissertation). University of Exeter. Retrieved from http://hdl.handle.net/10871/37547

Chicago Manual of Style (16th Edition):

Khalid, F. “Reliability assessment approach through geospatial mapping for offshore wind energy.” 2019. Doctoral Dissertation, University of Exeter. Accessed April 04, 2020. http://hdl.handle.net/10871/37547.

MLA Handbook (7th Edition):

Khalid, F. “Reliability assessment approach through geospatial mapping for offshore wind energy.” 2019. Web. 04 Apr 2020.

Vancouver:

Khalid F. Reliability assessment approach through geospatial mapping for offshore wind energy. [Internet] [Doctoral dissertation]. University of Exeter; 2019. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/10871/37547.

Council of Science Editors:

Khalid F. Reliability assessment approach through geospatial mapping for offshore wind energy. [Doctoral Dissertation]. University of Exeter; 2019. Available from: http://hdl.handle.net/10871/37547


University of Minnesota

30. Xue, Bing. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.

Degree: PhD, Civil Engineering, 2015, University of Minnesota

 The objective of this research is to develop a new probabilistic framework to facilitate reliability-based analysis and design of reinforced concrete (RC) buildings against progressive… (more)

Subjects/Keywords: probabilistic analysis; progressive collapse; reinforced concrete structures; structural reliability

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APA (6th Edition):

Xue, B. (2015). Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/175713

Chicago Manual of Style (16th Edition):

Xue, Bing. “Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.” 2015. Doctoral Dissertation, University of Minnesota. Accessed April 04, 2020. http://hdl.handle.net/11299/175713.

MLA Handbook (7th Edition):

Xue, Bing. “Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse.” 2015. Web. 04 Apr 2020.

Vancouver:

Xue B. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. [Internet] [Doctoral dissertation]. University of Minnesota; 2015. [cited 2020 Apr 04]. Available from: http://hdl.handle.net/11299/175713.

Council of Science Editors:

Xue B. Reliability-Based Analysis and Design of Reinforced Concrete Buildings against Progressive Collapse. [Doctoral Dissertation]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/175713

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