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You searched for subject:(Bridge Health Monitoring). Showing records 1 – 30 of 72 total matches.

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University of Minnesota

1. Gastineau, Andrew. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.

Degree: PhD, Civil Engineering, 2013, University of Minnesota

 Many of the bridges in the United States are being used beyond their initial design intentions, classified as structurally deficient, and are in need of… (more)

Subjects/Keywords: Bridge Engineering; Bridge Health Monitoring; Bridge Rehabilitation; Response Modification; Structural Control

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APA (6th Edition):

Gastineau, A. (2013). Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/162473

Chicago Manual of Style (16th Edition):

Gastineau, Andrew. “Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.” 2013. Doctoral Dissertation, University of Minnesota. Accessed September 29, 2020. http://hdl.handle.net/11299/162473.

MLA Handbook (7th Edition):

Gastineau, Andrew. “Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges.” 2013. Web. 29 Sep 2020.

Vancouver:

Gastineau A. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. [Internet] [Doctoral dissertation]. University of Minnesota; 2013. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/11299/162473.

Council of Science Editors:

Gastineau A. Innovative approach for Lifetime extension of an aging inventory of vulnerable bridges. [Doctoral Dissertation]. University of Minnesota; 2013. Available from: http://hdl.handle.net/11299/162473


Dalhousie University

2. Vickers, Philip. Joint Movement Models for Angus L. Macdonald Suspension Bridge.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The Angus L. Macdonald (ALM) Suspension Bridge spans the Halifax Harbour linking the Halifax Peninsula with Dartmouth, Nova Scotia. The ALM was first opened in… (more)

Subjects/Keywords: Structural health monitoring; Joint movement; Suspension bridge

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APA (6th Edition):

Vickers, P. (2014). Joint Movement Models for Angus L. Macdonald Suspension Bridge. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/54093

Chicago Manual of Style (16th Edition):

Vickers, Philip. “Joint Movement Models for Angus L. Macdonald Suspension Bridge.” 2014. Masters Thesis, Dalhousie University. Accessed September 29, 2020. http://hdl.handle.net/10222/54093.

MLA Handbook (7th Edition):

Vickers, Philip. “Joint Movement Models for Angus L. Macdonald Suspension Bridge.” 2014. Web. 29 Sep 2020.

Vancouver:

Vickers P. Joint Movement Models for Angus L. Macdonald Suspension Bridge. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/10222/54093.

Council of Science Editors:

Vickers P. Joint Movement Models for Angus L. Macdonald Suspension Bridge. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/54093


Delft University of Technology

3. Milosevic, Marko (author). Structural Health Monitoring of the Zwartewaterbrug Bridge.

Degree: 2018, Delft University of Technology

 Vibration-based structural health monitoring of civil engineering structures is receiving increasing attention in recent years. This is due to the development of more robust system… (more)

Subjects/Keywords: Probabilistic Filtering; Structural Health Monitoring (SHM); Vibration-based monitoring; Zwartewaterbrug bridge

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APA (6th Edition):

Milosevic, M. (. (2018). Structural Health Monitoring of the Zwartewaterbrug Bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:476726ad-1467-4a30-83aa-196c9a2d29b7

Chicago Manual of Style (16th Edition):

Milosevic, Marko (author). “Structural Health Monitoring of the Zwartewaterbrug Bridge.” 2018. Masters Thesis, Delft University of Technology. Accessed September 29, 2020. http://resolver.tudelft.nl/uuid:476726ad-1467-4a30-83aa-196c9a2d29b7.

MLA Handbook (7th Edition):

Milosevic, Marko (author). “Structural Health Monitoring of the Zwartewaterbrug Bridge.” 2018. Web. 29 Sep 2020.

Vancouver:

Milosevic M(. Structural Health Monitoring of the Zwartewaterbrug Bridge. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 29]. Available from: http://resolver.tudelft.nl/uuid:476726ad-1467-4a30-83aa-196c9a2d29b7.

Council of Science Editors:

Milosevic M(. Structural Health Monitoring of the Zwartewaterbrug Bridge. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:476726ad-1467-4a30-83aa-196c9a2d29b7


University of Cambridge

4. Selvakumaran, Sivasakthy. Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges.

Degree: PhD, 2020, University of Cambridge

 The structural health of critical infrastructure is difficult to assess and monitor with existing methods of evaluation which rely predominantly on visual inspection and/or the… (more)

Subjects/Keywords: Structural Health Monitoring; Bridges; Interferometric Synthetic Aperture Radar; InSAR; Remote Sensing; Bridge Monitoring; Satellite Monitoring

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APA (6th Edition):

Selvakumaran, S. (2020). Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/303944

Chicago Manual of Style (16th Edition):

Selvakumaran, Sivasakthy. “Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges.” 2020. Doctoral Dissertation, University of Cambridge. Accessed September 29, 2020. https://www.repository.cam.ac.uk/handle/1810/303944.

MLA Handbook (7th Edition):

Selvakumaran, Sivasakthy. “Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges.” 2020. Web. 29 Sep 2020.

Vancouver:

Selvakumaran S. Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges. [Internet] [Doctoral dissertation]. University of Cambridge; 2020. [cited 2020 Sep 29]. Available from: https://www.repository.cam.ac.uk/handle/1810/303944.

Council of Science Editors:

Selvakumaran S. Interferometric Synthetic Aperture Radar for remote satellite monitoring of bridges. [Doctoral Dissertation]. University of Cambridge; 2020. Available from: https://www.repository.cam.ac.uk/handle/1810/303944


University of Akron

5. Zanjanizadeh, Vahid. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.

Degree: MSin Engineering, Civil Engineering, 2009, University of Akron

 Bridges are very important in public transportation because vast revenue resources are consumed in building bridges, and the need to maintain these structures to be… (more)

Subjects/Keywords: Civil Engineering; Bridge; Structural health monitoring; damage; Bridge columns; Moving load; dynamic

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APA (6th Edition):

Zanjanizadeh, V. (2009). Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604

Chicago Manual of Style (16th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Masters Thesis, University of Akron. Accessed September 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

MLA Handbook (7th Edition):

Zanjanizadeh, Vahid. “Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring.” 2009. Web. 29 Sep 2020.

Vancouver:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Internet] [Masters thesis]. University of Akron; 2009. [cited 2020 Sep 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604.

Council of Science Editors:

Zanjanizadeh V. Use of Finite Element Modeling for Condition Assessment of reinforced Concrete Bridge Colums in Structural Health Monitoring. [Masters Thesis]. University of Akron; 2009. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1257532604


University of Connecticut

6. Prusaczyk, Stephen R. A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network.

Degree: MS, Civil Engineering, 2011, University of Connecticut

Subjects/Keywords: Bridge; Bridge Monitoring; Structural Engineering; Structural Health Monitoring

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APA (6th Edition):

Prusaczyk, S. R. (2011). A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/214

Chicago Manual of Style (16th Edition):

Prusaczyk, Stephen R. “A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network.” 2011. Masters Thesis, University of Connecticut. Accessed September 29, 2020. https://opencommons.uconn.edu/gs_theses/214.

MLA Handbook (7th Edition):

Prusaczyk, Stephen R. “A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network.” 2011. Web. 29 Sep 2020.

Vancouver:

Prusaczyk SR. A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2020 Sep 29]. Available from: https://opencommons.uconn.edu/gs_theses/214.

Council of Science Editors:

Prusaczyk SR. A Proposed Data Qualification Procedure for the Connecticut Bridge Monitoring Network. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/214


University of Connecticut

7. Plude, Shelley. Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge.

Degree: MS, Civil Engineering, 2011, University of Connecticut

  The University of Connecticut and the Connecticut Department of Transportation have established a long-term bridge health monitoring system to monitor critical vulnerabilities in a… (more)

Subjects/Keywords: bridge monitoring; damage detection; finite element modeling; structural health monitoring; steel girder

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APA (6th Edition):

Plude, S. (2011). Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge. (Masters Thesis). University of Connecticut. Retrieved from https://opencommons.uconn.edu/gs_theses/154

Chicago Manual of Style (16th Edition):

Plude, Shelley. “Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge.” 2011. Masters Thesis, University of Connecticut. Accessed September 29, 2020. https://opencommons.uconn.edu/gs_theses/154.

MLA Handbook (7th Edition):

Plude, Shelley. “Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge.” 2011. Web. 29 Sep 2020.

Vancouver:

Plude S. Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge. [Internet] [Masters thesis]. University of Connecticut; 2011. [cited 2020 Sep 29]. Available from: https://opencommons.uconn.edu/gs_theses/154.

Council of Science Editors:

Plude S. Implementing a Long-Term Bridge Monitoring Strategy for a Composite Steel Girder Bridge. [Masters Thesis]. University of Connecticut; 2011. Available from: https://opencommons.uconn.edu/gs_theses/154


University of Illinois – Urbana-Champaign

8. Moreu-Alonso, Fernando. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).

Degree: PhD, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 To increase overall profitability, add capacity to rail operations to meet projected needs, and comply with new federal regulations on bridge safety, North American railroads… (more)

Subjects/Keywords: railroad bridges; structural health monitoring; bridge maintenance; monitoring; fragility; decision making; assessment; wireless smart sensors

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APA (6th Edition):

Moreu-Alonso, F. (2015). Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/78448

Chicago Manual of Style (16th Edition):

Moreu-Alonso, Fernando. “Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).” 2015. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed September 29, 2020. http://hdl.handle.net/2142/78448.

MLA Handbook (7th Edition):

Moreu-Alonso, Fernando. “Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS).” 2015. Web. 29 Sep 2020.

Vancouver:

Moreu-Alonso F. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2015. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/2142/78448.

Council of Science Editors:

Moreu-Alonso F. Framework for risk-based management and safety of railroad bridge infrastructure using wireless smart sensors (WSS). [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/78448


New Jersey Institute of Technology

9. Ghazi Sharyatpanahi, Seyed Behrad. Structural health monitoring of bridges using wireless sensor networks.

Degree: MSin Civil Engineering - (M.S.), Civil and Environmental Engineering, 2015, New Jersey Institute of Technology

  Structural Health Monitoring, damage detection and localization of bridges using Wireless Sensor Networks (WSN) are studied in this thesis. The continuous monitoring of bridges… (more)

Subjects/Keywords: Structural health monitoring; Bridge damage detection; Wireless sensor networks; Civil Engineering

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APA (6th Edition):

Ghazi Sharyatpanahi, S. B. (2015). Structural health monitoring of bridges using wireless sensor networks. (Thesis). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/theses/231

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):

Ghazi Sharyatpanahi, Seyed Behrad. “Structural health monitoring of bridges using wireless sensor networks.” 2015. Thesis, New Jersey Institute of Technology. Accessed September 29, 2020. https://digitalcommons.njit.edu/theses/231.

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

MLA Handbook (7th Edition):

Ghazi Sharyatpanahi, Seyed Behrad. “Structural health monitoring of bridges using wireless sensor networks.” 2015. Web. 29 Sep 2020.

Vancouver:

Ghazi Sharyatpanahi SB. Structural health monitoring of bridges using wireless sensor networks. [Internet] [Thesis]. New Jersey Institute of Technology; 2015. [cited 2020 Sep 29]. Available from: https://digitalcommons.njit.edu/theses/231.

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

Council of Science Editors:

Ghazi Sharyatpanahi SB. Structural health monitoring of bridges using wireless sensor networks. [Thesis]. New Jersey Institute of Technology; 2015. Available from: https://digitalcommons.njit.edu/theses/231

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


University of Minnesota

10. Tillmann, Anton. Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges.

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

 With bridge infrastructure in Minnesota aging, advancing techniques for ensuring bridge safety is a fundamental goal of the Minnesota Department of Transportation (MnDOT). Developing health(more)

Subjects/Keywords: Acoustic Emission; Fracture Critical Bridge; Infrastructure Health Monitoring; Sensors; Steel

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APA (6th Edition):

Tillmann, A. (2015). Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges. (Masters Thesis). University of Minnesota. Retrieved from http://hdl.handle.net/11299/174727

Chicago Manual of Style (16th Edition):

Tillmann, Anton. “Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges.” 2015. Masters Thesis, University of Minnesota. Accessed September 29, 2020. http://hdl.handle.net/11299/174727.

MLA Handbook (7th Edition):

Tillmann, Anton. “Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges.” 2015. Web. 29 Sep 2020.

Vancouver:

Tillmann A. Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges. [Internet] [Masters thesis]. University of Minnesota; 2015. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/11299/174727.

Council of Science Editors:

Tillmann A. Protocols and Criteria for Acoustic Emission Monitoring of Fracture-Critical Steel Bridges. [Masters Thesis]. University of Minnesota; 2015. Available from: http://hdl.handle.net/11299/174727


University of Arkansas

11. Torres Goitia, Juan Javier Torres. A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges.

Degree: MSCE, 2014, University of Arkansas

  The objective of this thesis was to compare different dynamic characterization approaches for full scale bridge structures to devise a rapid and reliable Structural… (more)

Subjects/Keywords: Bridge Engineering; Dynamic Field Testing; Structural Health Monitoring; Civil Engineering

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APA (6th Edition):

Torres Goitia, J. J. T. (2014). A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2262

Chicago Manual of Style (16th Edition):

Torres Goitia, Juan Javier Torres. “A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges.” 2014. Masters Thesis, University of Arkansas. Accessed September 29, 2020. https://scholarworks.uark.edu/etd/2262.

MLA Handbook (7th Edition):

Torres Goitia, Juan Javier Torres. “A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges.” 2014. Web. 29 Sep 2020.

Vancouver:

Torres Goitia JJT. A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges. [Internet] [Masters thesis]. University of Arkansas; 2014. [cited 2020 Sep 29]. Available from: https://scholarworks.uark.edu/etd/2262.

Council of Science Editors:

Torres Goitia JJT. A Comparison and Evaluation of Different Dynamic Characterization Approaches for Bridges. [Masters Thesis]. University of Arkansas; 2014. Available from: https://scholarworks.uark.edu/etd/2262


University of Saskatchewan

12. Wang, Yufeng. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.

Degree: 2011, University of Saskatchewan

 Vibration-based damage detection (VBDD) techniques have been proposed as a potential form of structural health monitoring with which an entire structure can be evaluated simultaneously… (more)

Subjects/Keywords: Steel-free bridge deck; Multi-girder bridge superstructure; Vibration testing; Structural health monitoring; Vibration-based damage detection

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APA (6th Edition):

Wang, Y. (2011). VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/ETD-2011-09-192

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):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Thesis, University of Saskatchewan. Accessed September 29, 2020. http://hdl.handle.net/10388/ETD-2011-09-192.

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

MLA Handbook (7th Edition):

Wang, Yufeng. “VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE.” 2011. Web. 29 Sep 2020.

Vancouver:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/10388/ETD-2011-09-192.

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

Council of Science Editors:

Wang Y. VIBRATION-BASED DAMAGE DETECTION ON A MULTI-GIRDER BRIDGE SUPERSTRUCTURE. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/ETD-2011-09-192

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


KTH

13. Asgrimsson, David Steinar. Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark.

Degree: Electrical Engineering and Computer Science (EECS), 2019, KTH

A machine learning approach to damage detection is presented for a bridge structural health monitoring system, validated on the renowned Z-24 bridge benchmark dataset… (more)

Subjects/Keywords: Bayesian Deep Learning; Autoencoders; Bridge Structural Health Monitoring; Bridge Damage Detection; Computer and Information Sciences; Data- och informationsvetenskap

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APA (6th Edition):

Asgrimsson, D. S. (2019). Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251451

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):

Asgrimsson, David Steinar. “Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark.” 2019. Thesis, KTH. Accessed September 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251451.

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

MLA Handbook (7th Edition):

Asgrimsson, David Steinar. “Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark.” 2019. Web. 29 Sep 2020.

Vancouver:

Asgrimsson DS. Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark. [Internet] [Thesis]. KTH; 2019. [cited 2020 Sep 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251451.

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

Council of Science Editors:

Asgrimsson DS. Quantifying uncertainty in structural condition with Bayesian deep learning : A study on the Z-24 bridge benchmark. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-251451

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


Dalhousie University

14. Clarke, Justin. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The A. Murray MacKay Bridge is an aging structure which opened to traffic over 40 years ago. With many of our structures aging, the ability… (more)

Subjects/Keywords: Reliability analysis; Fatigue; Steel structures; Orthotropic steel plate deck; Structural health monitoring; Bridge; Evaluation

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APA (6th Edition):

Clarke, J. (2014). INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/55989

Chicago Manual of Style (16th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Masters Thesis, Dalhousie University. Accessed September 29, 2020. http://hdl.handle.net/10222/55989.

MLA Handbook (7th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Web. 29 Sep 2020.

Vancouver:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/10222/55989.

Council of Science Editors:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/55989


University of Illinois – Chicago

15. Fischer, Chad R. Mechanism Methodology for Structural Health Monitoring of Arch Bridges.

Degree: 2012, University of Illinois – Chicago

 There are numerous in-service masonry arch bridges across Europe, India, and North America. As these bridges age and deteriorate, it is important to be able… (more)

Subjects/Keywords: masonry arches; structural health monitoring; Brooklyn Bridge; masonry; fiber optic; fiber optic sensors; mechanism methodology

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APA (6th Edition):

Fischer, C. R. (2012). Mechanism Methodology for Structural Health Monitoring of Arch Bridges. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/9068

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):

Fischer, Chad R. “Mechanism Methodology for Structural Health Monitoring of Arch Bridges.” 2012. Thesis, University of Illinois – Chicago. Accessed September 29, 2020. http://hdl.handle.net/10027/9068.

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

MLA Handbook (7th Edition):

Fischer, Chad R. “Mechanism Methodology for Structural Health Monitoring of Arch Bridges.” 2012. Web. 29 Sep 2020.

Vancouver:

Fischer CR. Mechanism Methodology for Structural Health Monitoring of Arch Bridges. [Internet] [Thesis]. University of Illinois – Chicago; 2012. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/10027/9068.

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

Council of Science Editors:

Fischer CR. Mechanism Methodology for Structural Health Monitoring of Arch Bridges. [Thesis]. University of Illinois – Chicago; 2012. Available from: http://hdl.handle.net/10027/9068

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


KTH

16. Chalouhi, Elisa Khouri. Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction.

Degree: Structural Engineering and Bridges, 2016, KTH

  A method that uses machine learning to detect and localize damage in railway bridges under various environmental conditions is proposed and validated in this… (more)

Subjects/Keywords: Damage detection; Structural Health Monitoring; Machine learning; Artificial Neural Network; Railway bridge; Environmental conditions.

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

APA (6th Edition):

Chalouhi, E. K. (2016). Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189772

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):

Chalouhi, Elisa Khouri. “Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction.” 2016. Thesis, KTH. Accessed September 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189772.

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

MLA Handbook (7th Edition):

Chalouhi, Elisa Khouri. “Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction.” 2016. Web. 29 Sep 2020.

Vancouver:

Chalouhi EK. Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction. [Internet] [Thesis]. KTH; 2016. [cited 2020 Sep 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189772.

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

Council of Science Editors:

Chalouhi EK. Structural Health Monitoring of Bridges using Machine Learning : The influence of Temperature on the health prediction. [Thesis]. KTH; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-189772

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

17. Ruffels, Aaron. Model-Free Damage Detection for a Small-Scale Steel Bridge.

Degree: Structural Engineering and Bridges, 2018, KTH

  Around the world bridges are ageing. In Europe approximately two thirds of all railway bridges are over 50 years old. As these structures age,… (more)

Subjects/Keywords: damage detection; structural health monitoring; machine learning; artificial neural network; model bridge; Infrastructure Engineering; Infrastrukturteknik

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

APA (6th Edition):

Ruffels, A. (2018). Model-Free Damage Detection for a Small-Scale Steel Bridge. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-232363

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):

Ruffels, Aaron. “Model-Free Damage Detection for a Small-Scale Steel Bridge.” 2018. Thesis, KTH. Accessed September 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-232363.

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

MLA Handbook (7th Edition):

Ruffels, Aaron. “Model-Free Damage Detection for a Small-Scale Steel Bridge.” 2018. Web. 29 Sep 2020.

Vancouver:

Ruffels A. Model-Free Damage Detection for a Small-Scale Steel Bridge. [Internet] [Thesis]. KTH; 2018. [cited 2020 Sep 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-232363.

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

Council of Science Editors:

Ruffels A. Model-Free Damage Detection for a Small-Scale Steel Bridge. [Thesis]. KTH; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-232363

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


Delft University of Technology

18. Diender, Robin (author). Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges.

Degree: 2019, Delft University of Technology

The stay cables of the north bridge of the Galecopperbrug are reaching the end of their life span. Rijkswaterstaat, which is responsible for the bridges,… (more)

Subjects/Keywords: Acoustic emission; Stay cables; Structural Health Monitoring (SHM); Cable stayed bridge; Experiment

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

APA (6th Edition):

Diender, R. (. (2019). Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:88b2ee45-a806-4a3d-96c9-f0c0739ecb53

Chicago Manual of Style (16th Edition):

Diender, Robin (author). “Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges.” 2019. Masters Thesis, Delft University of Technology. Accessed September 29, 2020. http://resolver.tudelft.nl/uuid:88b2ee45-a806-4a3d-96c9-f0c0739ecb53.

MLA Handbook (7th Edition):

Diender, Robin (author). “Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges.” 2019. Web. 29 Sep 2020.

Vancouver:

Diender R(. Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 29]. Available from: http://resolver.tudelft.nl/uuid:88b2ee45-a806-4a3d-96c9-f0c0739ecb53.

Council of Science Editors:

Diender R(. Acoustic Emission as a Structural Health Monitoring (SHM) method for stay cables: Research into the possibilities of AE for stay cables of cable stayed bridges. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:88b2ee45-a806-4a3d-96c9-f0c0739ecb53

19. Foy, Timothy. Automatic Updating Of Structural Models Using Inspection Report Data.

Degree: MS, 2014, University of New Hampshire

  In the current economic climate, bridge managers are continually working to maximize the impact of each expense. One way to keep costs down is… (more)

Subjects/Keywords: Automatic Updating; Structural Engineering; Structural Health Monitoring; Truss Bridge; Visual Basic for Applications; Civil engineering

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APA (6th Edition):

Foy, T. (2014). Automatic Updating Of Structural Models Using Inspection Report Data. (Thesis). University of New Hampshire. Retrieved from https://scholars.unh.edu/thesis/986

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):

Foy, Timothy. “Automatic Updating Of Structural Models Using Inspection Report Data.” 2014. Thesis, University of New Hampshire. Accessed September 29, 2020. https://scholars.unh.edu/thesis/986.

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

MLA Handbook (7th Edition):

Foy, Timothy. “Automatic Updating Of Structural Models Using Inspection Report Data.” 2014. Web. 29 Sep 2020.

Vancouver:

Foy T. Automatic Updating Of Structural Models Using Inspection Report Data. [Internet] [Thesis]. University of New Hampshire; 2014. [cited 2020 Sep 29]. Available from: https://scholars.unh.edu/thesis/986.

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

Council of Science Editors:

Foy T. Automatic Updating Of Structural Models Using Inspection Report Data. [Thesis]. University of New Hampshire; 2014. Available from: https://scholars.unh.edu/thesis/986

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


Utah State University

20. Nichols, Gilbert. Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature.

Degree: MS, Civil and Environmental Engineering, 2017, Utah State University

  Structural Health monitoring is to determine the condition of a bridge based on instrument measurements. The C-846 Bridge in Salt Lake City has such… (more)

Subjects/Keywords: Structural Health Monitoring; Temperature; Frequency; Mode; Bridge; Civil Engineering; Construction Engineering and Management

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

APA (6th Edition):

Nichols, G. (2017). Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/5260

Chicago Manual of Style (16th Edition):

Nichols, Gilbert. “Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature.” 2017. Masters Thesis, Utah State University. Accessed September 29, 2020. https://digitalcommons.usu.edu/etd/5260.

MLA Handbook (7th Edition):

Nichols, Gilbert. “Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature.” 2017. Web. 29 Sep 2020.

Vancouver:

Nichols G. Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature. [Internet] [Masters thesis]. Utah State University; 2017. [cited 2020 Sep 29]. Available from: https://digitalcommons.usu.edu/etd/5260.

Council of Science Editors:

Nichols G. Statistical Models of I-15 Bridge C-846: Changes in Natural Frequencies due to Temperature. [Masters Thesis]. Utah State University; 2017. Available from: https://digitalcommons.usu.edu/etd/5260


University of Maryland

21. Day, Steven Richard. The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials.

Degree: Aerospace Engineering, 2014, University of Maryland

 A system for the continuous monitoring of scour has been designed, constructed and implemented. The system detects the level of scour by attaching flow to… (more)

Subjects/Keywords: Aerospace engineering; Civil engineering; Mechanical engineering; bio-inspired; Bridge Safety; Health Monitoring; Magnetostrictive; Scour; Sensor

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

APA (6th Edition):

Day, S. R. (2014). The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials. (Thesis). University of Maryland. Retrieved from http://hdl.handle.net/1903/16083

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):

Day, Steven Richard. “The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials.” 2014. Thesis, University of Maryland. Accessed September 29, 2020. http://hdl.handle.net/1903/16083.

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

MLA Handbook (7th Edition):

Day, Steven Richard. “The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials.” 2014. Web. 29 Sep 2020.

Vancouver:

Day SR. The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials. [Internet] [Thesis]. University of Maryland; 2014. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/1903/16083.

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

Council of Science Editors:

Day SR. The Design, Construction and Testing of a Scour Monitoring System Using Magnetostrictive Materials. [Thesis]. University of Maryland; 2014. Available from: http://hdl.handle.net/1903/16083

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


University of Toledo

22. Niroula, Kushal. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.

Degree: MS, Civil Engineering, 2014, University of Toledo

 The 82 year old Anthony Wayne Bridge (AWB) in Toledo, Ohio is undergoing an extensive rehabilitation in two phases starting in construction season 2014. The… (more)

Subjects/Keywords: Civil Engineering; Electrical Engineering; Acoustic Monitoring, Main Suspension Cables, Structural Health Monitoring, Non-Destructive Evaluation, Anthony Wayne Bridge, Acoustic Emission

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APA (6th Edition):

Niroula, K. (2014). Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404

Chicago Manual of Style (16th Edition):

Niroula, Kushal. “Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.” 2014. Masters Thesis, University of Toledo. Accessed September 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404.

MLA Handbook (7th Edition):

Niroula, Kushal. “Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge.” 2014. Web. 29 Sep 2020.

Vancouver:

Niroula K. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. [Internet] [Masters thesis]. University of Toledo; 2014. [cited 2020 Sep 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404.

Council of Science Editors:

Niroula K. Acoustic Monitoring of the Main Suspension Cables of the Anthony Wayne Bridge. [Masters Thesis]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399636404


KTH

23. Guillarme, Jonathan Le. Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar.

Degree: Building Technology and Design, 2019, KTH

  Sverige har som många länder runt om i världen en åldrande infrastruktur och behovet av underhåll stiger. I en artikel i Svenska Dagbladet från… (more)

Subjects/Keywords: Structural Health Monitoring; Bridge Maintenance; Monitoring With Sensor Technology; Fibre Optical Sensors; Acoustic Emission; Bridge Constructions; Concrete Damages; Damage Mechanisms; Structural Health Monitoring; Tillståndsbedömning; Övervakning med sensorteknik; Fiberoptiska sensorer; Akustisk emission; Brokonstruktioner; Betongskador; Skademekanismer; Infrastructure Engineering; Infrastrukturteknik

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

APA (6th Edition):

Guillarme, J. L. (2019). Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259696

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):

Guillarme, Jonathan Le. “Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar.” 2019. Thesis, KTH. Accessed September 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259696.

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

MLA Handbook (7th Edition):

Guillarme, Jonathan Le. “Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar.” 2019. Web. 29 Sep 2020.

Vancouver:

Guillarme JL. Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar. [Internet] [Thesis]. KTH; 2019. [cited 2020 Sep 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259696.

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

Council of Science Editors:

Guillarme JL. Implementering av Structural Health Monitoring : SHM - system för detektering och övervakning av vanligt förekommande skador på betongbroar. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259696

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


University of Notre Dame

24. Erez Abittan. A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>.

Degree: Electrical Engineering, 2006, University of Notre Dame

  A new method for bridge structural health monitoring using a wireless sensor network is introduced. This method uses heterogeneous sensors connected in a wireless… (more)

Subjects/Keywords: Wireless Sensor Networks; Bridge Structural Health Monitoring; Structural Health Monitoring

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APA (6th Edition):

Abittan, E. (2006). A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>. (Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/m613mw2547j

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):

Abittan, Erez. “A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>.” 2006. Thesis, University of Notre Dame. Accessed September 29, 2020. https://curate.nd.edu/show/m613mw2547j.

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

MLA Handbook (7th Edition):

Abittan, Erez. “A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>.” 2006. Web. 29 Sep 2020.

Vancouver:

Abittan E. A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>. [Internet] [Thesis]. University of Notre Dame; 2006. [cited 2020 Sep 29]. Available from: https://curate.nd.edu/show/m613mw2547j.

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

Council of Science Editors:

Abittan E. A Model-Based Approach for Bridge Structural Health Monitoring Using Wireless Sensor Networks</h1>. [Thesis]. University of Notre Dame; 2006. Available from: https://curate.nd.edu/show/m613mw2547j

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

25. Morgan, Chris J 1989-. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.

Degree: 2019, University of Saskatchewan

 As bridge infrastructure continues to age, public agencies must reliably determine which structures can remain in service, and which structures require rehabilitation or replacement. Structural… (more)

Subjects/Keywords: Bridge; Rehabilitation; Structural Health Monitoring; Fatigue; Evaluation; Diefenbaker Bridge

…2.4 Structural Health Monitoring of Existing Bridges for Fatigue Evaluation… …29 CHAPTER 3. FIELD MONITORING OF THE DIEFENBAKER BRIDGE ....................... 31 3.1… …75 5.2.2 Structural Health Monitoring… …Health Monitoring TDMS Technical Data Management System xix CHAPTER 1. INTRODUCTION 1.1… …uncertainty involved in the analysis, it was recommended that a structural health monitoring (… 

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APA (6th Edition):

Morgan, C. J. 1. (2019). Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/12141

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):

Morgan, Chris J 1989-. “Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.” 2019. Thesis, University of Saskatchewan. Accessed September 29, 2020. http://hdl.handle.net/10388/12141.

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

MLA Handbook (7th Edition):

Morgan, Chris J 1989-. “Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring.” 2019. Web. 29 Sep 2020.

Vancouver:

Morgan CJ1. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. [Internet] [Thesis]. University of Saskatchewan; 2019. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/10388/12141.

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

Council of Science Editors:

Morgan CJ1. Fatigue Life Evaluation of the Diefenbaker Bridge Using Structural Health Monitoring. [Thesis]. University of Saskatchewan; 2019. Available from: http://hdl.handle.net/10388/12141

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


Delft University of Technology

26. Spiegeler, J. (author). The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment.

Degree: 2017, Delft University of Technology

The current practice of bridge maintenance decision-making is informed by subjective visual inspection data with a long time interval between measurements, which creates inefficiencies and… (more)

Subjects/Keywords: Bridge Maintenance; Maintenance Decision-Making; Serious Game; Bridge Inspection; Condition Assessment Mechanisms; Impact of Innovation; Structural Health Monitoring (SHM); Wireless Sensors; Non-Destructive Evaluation Techniques (NDT)

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APA (6th Edition):

Spiegeler, J. (. (2017). The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:8e3ff2fd-d28c-4279-8b05-91a1f732fb2a

Chicago Manual of Style (16th Edition):

Spiegeler, J (author). “The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment.” 2017. Masters Thesis, Delft University of Technology. Accessed September 29, 2020. http://resolver.tudelft.nl/uuid:8e3ff2fd-d28c-4279-8b05-91a1f732fb2a.

MLA Handbook (7th Edition):

Spiegeler, J (author). “The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment.” 2017. Web. 29 Sep 2020.

Vancouver:

Spiegeler J(. The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 29]. Available from: http://resolver.tudelft.nl/uuid:8e3ff2fd-d28c-4279-8b05-91a1f732fb2a.

Council of Science Editors:

Spiegeler J(. The use of new data sources in bridge maintenance decision-making: On the effect of using new data sources during decision making moments of bridge maintenance experts through a serious game based experiment. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:8e3ff2fd-d28c-4279-8b05-91a1f732fb2a


University of Cincinnati

27. Dalvi, Aditi. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.

Degree: MS, Engineering and Applied Science: Electrical Engineering, 2017, University of Cincinnati

 In a time where Structural Health Monitoring (SHM) is a topic of vital importance for safety and maintenance of critical structures such as bridges, detecting… (more)

Subjects/Keywords: Electrical Engineering; Support Vector Machine; unsupervised; Structural Health Monitoring; anomaly detection; bridge in-construction; one-class SVM

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APA (6th Edition):

Dalvi, A. (2017). Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791

Chicago Manual of Style (16th Edition):

Dalvi, Aditi. “Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.” 2017. Masters Thesis, University of Cincinnati. Accessed September 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791.

MLA Handbook (7th Edition):

Dalvi, Aditi. “Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.” 2017. Web. 29 Sep 2020.

Vancouver:

Dalvi A. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2020 Sep 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791.

Council of Science Editors:

Dalvi A. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791

28. Samaras, Vasileios. Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges.

Degree: PhD, Civil Engineering, 2013, University of Texas – Austin

 Real-time monitoring of fracture critical steel bridges can potentially enhance inspection practices by tracking the behavior of the bridge. Significant advances have occurred in recent… (more)

Subjects/Keywords: Bridge; Fracture-critical; Structural health monitoring

…Development of a wireless structural health monitoring system .6 1.3. Project overview… …9 1.4.2. Power requirements of structural health monitoring system .....10 1.4.3… …31 2.7. Instrumentation methods of structures for health monitoring ..............34 2.8… …a need for effective and reliable structural health monitoring systems to identify… …independent of the age or fatigue performance of the bridge. Thus, utilizing a monitoring system to… 

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APA (6th Edition):

Samaras, V. (2013). Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/21169

Chicago Manual of Style (16th Edition):

Samaras, Vasileios. “Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges.” 2013. Doctoral Dissertation, University of Texas – Austin. Accessed September 29, 2020. http://hdl.handle.net/2152/21169.

MLA Handbook (7th Edition):

Samaras, Vasileios. “Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges.” 2013. Web. 29 Sep 2020.

Vancouver:

Samaras V. Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2013. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/2152/21169.

Council of Science Editors:

Samaras V. Computation of vehicular-induced vibrations and long-term instrumentation reliability for structural health monitoring of highway bridges. [Doctoral Dissertation]. University of Texas – Austin; 2013. Available from: http://hdl.handle.net/2152/21169


Northeastern University

29. Vines-Cavanaugh, David Michael. Support vector machine for structural abnormality detection.

Degree: MS, Department of Civil and Environmental Engineering, 2011, Northeastern University

 The United States is suffering from an aging civil infrastructure crisis; among the solutions are research and development of sensor-based monitoring and abnormality detection technologies.… (more)

Subjects/Keywords: Cable-stayed bridge; Pattern Classification; Structural Abnormality Detection; Structural Health Monitoring; Support Vector Machine; Civil and Environmental Engineering; Civil Engineering

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

APA (6th Edition):

Vines-Cavanaugh, D. M. (2011). Support vector machine for structural abnormality detection. (Masters Thesis). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20003005

Chicago Manual of Style (16th Edition):

Vines-Cavanaugh, David Michael. “Support vector machine for structural abnormality detection.” 2011. Masters Thesis, Northeastern University. Accessed September 29, 2020. http://hdl.handle.net/2047/d20003005.

MLA Handbook (7th Edition):

Vines-Cavanaugh, David Michael. “Support vector machine for structural abnormality detection.” 2011. Web. 29 Sep 2020.

Vancouver:

Vines-Cavanaugh DM. Support vector machine for structural abnormality detection. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2020 Sep 29]. Available from: http://hdl.handle.net/2047/d20003005.

Council of Science Editors:

Vines-Cavanaugh DM. Support vector machine for structural abnormality detection. [Masters Thesis]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20003005

30. Ping, Zhang. Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI.

Degree: 2008, , Department of Mechanical Engineering

  The thesis mainly research how to design the health monitoring system for stayed-cable bridge based on LabWindows/CVI, which includes the methods of developing the… (more)

Subjects/Keywords: LabWindows/CVI; Stayed-cable bridge; Structural health monitoring system

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

APA (6th Edition):

Ping, Z. (2008). Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI. (Thesis). , Department of Mechanical Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3508

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):

Ping, Zhang. “Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI.” 2008. Thesis, , Department of Mechanical Engineering. Accessed September 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3508.

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

MLA Handbook (7th Edition):

Ping, Zhang. “Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI.” 2008. Web. 29 Sep 2020.

Vancouver:

Ping Z. Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI. [Internet] [Thesis]. , Department of Mechanical Engineering; 2008. [cited 2020 Sep 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3508.

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

Council of Science Editors:

Ping Z. Design and Research of Structural Health Monitoring System for Stayed Cable Bridge Based on LabWindows/CVI. [Thesis]. , Department of Mechanical Engineering; 2008. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3508

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

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