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You searched for subject:(Structural identification). Showing records 1 – 30 of 154 total matches.

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University of Southern California

1. DeVore, Charles Edward. Damage detection using substructure identification.

Degree: PhD, Civil Engineering (Structural Engineering), 2013, University of Southern California

 As civil infrastructure ages, occupants and users are placed at risk. Due to limited funding, agencies are required to push structures past their original design… (more)

Subjects/Keywords: substructure identification; structural health monitoring; structural control; structural dynamics

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

APA (6th Edition):

DeVore, C. E. (2013). Damage detection using substructure identification. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/229995/rec/1756

Chicago Manual of Style (16th Edition):

DeVore, Charles Edward. “Damage detection using substructure identification.” 2013. Doctoral Dissertation, University of Southern California. Accessed August 10, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/229995/rec/1756.

MLA Handbook (7th Edition):

DeVore, Charles Edward. “Damage detection using substructure identification.” 2013. Web. 10 Aug 2020.

Vancouver:

DeVore CE. Damage detection using substructure identification. [Internet] [Doctoral dissertation]. University of Southern California; 2013. [cited 2020 Aug 10]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/229995/rec/1756.

Council of Science Editors:

DeVore CE. Damage detection using substructure identification. [Doctoral Dissertation]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/229995/rec/1756

2. Li, Li. Damage and material identification using inverse analysis.

Degree: PhD, Civil and Environmental Engineering, 2012, National Library of Canada

 In this thesis, we formulate novel solutions to two inverse problems using optical measurements as input data: i) local level damage identification of beams, and… (more)

Subjects/Keywords: Applied sciences; Damage identification; Inverse analysis; Material identification; Structural health monitoring

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APA (6th Edition):

Li, L. (2012). Damage and material identification using inverse analysis. (Doctoral Dissertation). National Library of Canada. Retrieved from http://scholar.uwindsor.ca/etd/4825

Chicago Manual of Style (16th Edition):

Li, Li. “Damage and material identification using inverse analysis.” 2012. Doctoral Dissertation, National Library of Canada. Accessed August 10, 2020. http://scholar.uwindsor.ca/etd/4825.

MLA Handbook (7th Edition):

Li, Li. “Damage and material identification using inverse analysis.” 2012. Web. 10 Aug 2020.

Vancouver:

Li L. Damage and material identification using inverse analysis. [Internet] [Doctoral dissertation]. National Library of Canada; 2012. [cited 2020 Aug 10]. Available from: http://scholar.uwindsor.ca/etd/4825.

Council of Science Editors:

Li L. Damage and material identification using inverse analysis. [Doctoral Dissertation]. National Library of Canada; 2012. Available from: http://scholar.uwindsor.ca/etd/4825


University of Toronto

3. Li, Lun. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.

Degree: 2015, University of Toronto

The Balloon-borne Imaging Testbed (BIT) is a stratospheric ballooning astronomy project that was successfully launched on September 18, 2015 from Timmins, Ontario to an altitude… (more)

Subjects/Keywords: Balloon-borne Astronomy; Instrumentation; Structural Design; Structural Simulation; System Identification; 0538

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APA (6th Edition):

Li, L. (2015). The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/70442

Chicago Manual of Style (16th Edition):

Li, Lun. “The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.” 2015. Masters Thesis, University of Toronto. Accessed August 10, 2020. http://hdl.handle.net/1807/70442.

MLA Handbook (7th Edition):

Li, Lun. “The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed.” 2015. Web. 10 Aug 2020.

Vancouver:

Li L. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. [Internet] [Masters thesis]. University of Toronto; 2015. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/1807/70442.

Council of Science Editors:

Li L. The Frequency and Modal System Identification of the Balloon-borne Imaging Testbed. [Masters Thesis]. University of Toronto; 2015. Available from: http://hdl.handle.net/1807/70442


University of California – San Diego

4. Ebrahimian, Hamed. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.

Degree: Structural Engineering, 2015, University of California – San Diego

Structural health monitoring (SHM) is defined as the capability to monitor the performance behavior of civil infrastructure systems as well as to detect, localize, and… (more)

Subjects/Keywords: Engineering; Bayesian Inference; Damage Identification; Model Updating; Nonlinear Finite Element; Structural Health Monitoring; System Identification

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APA (6th Edition):

Ebrahimian, H. (2015). NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/62r7p58r

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):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Thesis, University of California – San Diego. Accessed August 10, 2020. http://www.escholarship.org/uc/item/62r7p58r.

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

MLA Handbook (7th Edition):

Ebrahimian, Hamed. “NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES.” 2015. Web. 10 Aug 2020.

Vancouver:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Internet] [Thesis]. University of California – San Diego; 2015. [cited 2020 Aug 10]. Available from: http://www.escholarship.org/uc/item/62r7p58r.

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

Council of Science Editors:

Ebrahimian H. NONLINEAR FINITE ELEMENT MODEL UPDATING FOR NONLINEAR SYSTEM AND DAMAGE IDENTIFICATION OF CIVIL STRUCTURES. [Thesis]. University of California – San Diego; 2015. Available from: http://www.escholarship.org/uc/item/62r7p58r

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


Virginia Tech

5. Sun, Wei. The relationship among middle school students' motivation perceptions of science class, science identification and career goals.

Degree: PhD, Education, Vocational-Technical, 2018, Virginia Tech

 This dissertation examined the extent to which pre-high school students' motivation-related perceptions of their science class affected their science identification, which sequentially affected their future… (more)

Subjects/Keywords: MUSIC® Model of Motivation; Domain Identification; Science Identification; Structural Equation Modeling; STEM; Gender; Career Intention

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APA (6th Edition):

Sun, W. (2018). The relationship among middle school students' motivation perceptions of science class, science identification and career goals. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/83454

Chicago Manual of Style (16th Edition):

Sun, Wei. “The relationship among middle school students' motivation perceptions of science class, science identification and career goals.” 2018. Doctoral Dissertation, Virginia Tech. Accessed August 10, 2020. http://hdl.handle.net/10919/83454.

MLA Handbook (7th Edition):

Sun, Wei. “The relationship among middle school students' motivation perceptions of science class, science identification and career goals.” 2018. Web. 10 Aug 2020.

Vancouver:

Sun W. The relationship among middle school students' motivation perceptions of science class, science identification and career goals. [Internet] [Doctoral dissertation]. Virginia Tech; 2018. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/10919/83454.

Council of Science Editors:

Sun W. The relationship among middle school students' motivation perceptions of science class, science identification and career goals. [Doctoral Dissertation]. Virginia Tech; 2018. Available from: http://hdl.handle.net/10919/83454


University of Arizona

6. Saleem, Muhammad Mazhar. Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty .

Degree: 2019, University of Arizona

 An optimized state estimation method that can effectively incorporate uncertainties associated with structural models and measurements is proposed for structural health monitoring. Heterogeneous structural measurements… (more)

Subjects/Keywords: Heterogeneous data fusion; Impact Force Identification; Sensor configuration Optimization; State estimation; Structural excitations' Identification; Structural Health Monitoring

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APA (6th Edition):

Saleem, M. M. (2019). Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty . (Doctoral Dissertation). University of Arizona. Retrieved from http://hdl.handle.net/10150/636686

Chicago Manual of Style (16th Edition):

Saleem, Muhammad Mazhar. “Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty .” 2019. Doctoral Dissertation, University of Arizona. Accessed August 10, 2020. http://hdl.handle.net/10150/636686.

MLA Handbook (7th Edition):

Saleem, Muhammad Mazhar. “Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty .” 2019. Web. 10 Aug 2020.

Vancouver:

Saleem MM. Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty . [Internet] [Doctoral dissertation]. University of Arizona; 2019. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/10150/636686.

Council of Science Editors:

Saleem MM. Optimized State Estimation Method for Structural Health Monitoring Using Heterogeneous Measurements Under Uncertainty . [Doctoral Dissertation]. University of Arizona; 2019. Available from: http://hdl.handle.net/10150/636686


University of California – Berkeley

7. Li, Binbin. Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics.

Degree: Civil and Environmental Engineering, 2016, University of California – Berkeley

 Although great advancements have been made in structural health monitoring (SHM) for civil structures since 1990s, a lack of accurate and reliable techniques to interpret… (more)

Subjects/Keywords: Civil engineering; Bayesian Statistics; Structural Health monitoring; System Identification; Uncertainty Quantification

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APA (6th Edition):

Li, B. (2016). Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/3n55s79c

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

Chicago Manual of Style (16th Edition):

Li, Binbin. “Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics.” 2016. Thesis, University of California – Berkeley. Accessed August 10, 2020. http://www.escholarship.org/uc/item/3n55s79c.

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

MLA Handbook (7th Edition):

Li, Binbin. “Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics.” 2016. Web. 10 Aug 2020.

Vancouver:

Li B. Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics. [Internet] [Thesis]. University of California – Berkeley; 2016. [cited 2020 Aug 10]. Available from: http://www.escholarship.org/uc/item/3n55s79c.

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

Council of Science Editors:

Li B. Uncertainty Quantification in Vibration-based Structural Health Monitoring using Bayesian Statistics. [Thesis]. University of California – Berkeley; 2016. Available from: http://www.escholarship.org/uc/item/3n55s79c

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


Texas A&M University

8. You, Taesun. Iterative Damage Index Method for Structural Health Monitoring.

Degree: 2011, Texas A&M University

Structural Health Monitoring (SHM) is an effective alternative to conventional inspections which are time-consuming and subjective. SHM can detect damage early and reduce maintenance cost… (more)

Subjects/Keywords: Vibration-based damage identification method; Damage Index Method; Structural Health Monitoring

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APA (6th Edition):

You, T. (2011). Iterative Damage Index Method for Structural Health Monitoring. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501

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):

You, Taesun. “Iterative Damage Index Method for Structural Health Monitoring.” 2011. Thesis, Texas A&M University. Accessed August 10, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501.

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

MLA Handbook (7th Edition):

You, Taesun. “Iterative Damage Index Method for Structural Health Monitoring.” 2011. Web. 10 Aug 2020.

Vancouver:

You T. Iterative Damage Index Method for Structural Health Monitoring. [Internet] [Thesis]. Texas A&M University; 2011. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501.

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

Council of Science Editors:

You T. Iterative Damage Index Method for Structural Health Monitoring. [Thesis]. Texas A&M University; 2011. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2009-12-7501

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


Carnegie Mellon University

9. Pan, Shijia. Indoor Human Information Acquisition from Physical Vibrations.

Degree: 2018, Carnegie Mellon University

 With the growth of networked smart devices in indoor environments, human information acquisition becomes essential for these devices to make the environment smart and people’s… (more)

Subjects/Keywords: human information; identification; localization; occupancy estimation; physical vibration; structural vibration

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APA (6th Edition):

Pan, S. (2018). Indoor Human Information Acquisition from Physical Vibrations. (Thesis). Carnegie Mellon University. Retrieved from http://repository.cmu.edu/dissertations/1178

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):

Pan, Shijia. “Indoor Human Information Acquisition from Physical Vibrations.” 2018. Thesis, Carnegie Mellon University. Accessed August 10, 2020. http://repository.cmu.edu/dissertations/1178.

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

MLA Handbook (7th Edition):

Pan, Shijia. “Indoor Human Information Acquisition from Physical Vibrations.” 2018. Web. 10 Aug 2020.

Vancouver:

Pan S. Indoor Human Information Acquisition from Physical Vibrations. [Internet] [Thesis]. Carnegie Mellon University; 2018. [cited 2020 Aug 10]. Available from: http://repository.cmu.edu/dissertations/1178.

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

Council of Science Editors:

Pan S. Indoor Human Information Acquisition from Physical Vibrations. [Thesis]. Carnegie Mellon University; 2018. Available from: http://repository.cmu.edu/dissertations/1178

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


Texas A&M University

10. Murphy, Brittany Rene. Temperature-Driven Structural Identification for Bridge Performance Evaluation.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 Bridges serve as integral components of infrastructure all around the world. Their direct impact to society is substantial, and their reliability is paramount. As such,… (more)

Subjects/Keywords: structural identification; thermal behavior; temperature; bridge performance; single model; multiple model

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APA (6th Edition):

Murphy, B. R. (2019). Temperature-Driven Structural Identification for Bridge Performance Evaluation. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185081

Chicago Manual of Style (16th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Doctoral Dissertation, Texas A&M University. Accessed August 10, 2020. http://hdl.handle.net/1969.1/185081.

MLA Handbook (7th Edition):

Murphy, Brittany Rene. “Temperature-Driven Structural Identification for Bridge Performance Evaluation.” 2019. Web. 10 Aug 2020.

Vancouver:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/1969.1/185081.

Council of Science Editors:

Murphy BR. Temperature-Driven Structural Identification for Bridge Performance Evaluation. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185081


Brigham Young University

11. Paré, Philip E., Jr. Necessary and Sufficient Conditions for State-Space Network Realization.

Degree: MS, 2014, Brigham Young University

 This thesis presents the formulation and solution of a new problem in systems and control theory, called the Network Realization Problem. Its relationship to other… (more)

Subjects/Keywords: structural identifiability; system identification; linear time-invariant systems; Computer Sciences

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APA (6th Edition):

Paré, Philip E., J. (2014). Necessary and Sufficient Conditions for State-Space Network Realization. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=5135&context=etd

Chicago Manual of Style (16th Edition):

Paré, Philip E., Jr. “Necessary and Sufficient Conditions for State-Space Network Realization.” 2014. Masters Thesis, Brigham Young University. Accessed August 10, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=5135&context=etd.

MLA Handbook (7th Edition):

Paré, Philip E., Jr. “Necessary and Sufficient Conditions for State-Space Network Realization.” 2014. Web. 10 Aug 2020.

Vancouver:

Paré, Philip E. J. Necessary and Sufficient Conditions for State-Space Network Realization. [Internet] [Masters thesis]. Brigham Young University; 2014. [cited 2020 Aug 10]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=5135&context=etd.

Council of Science Editors:

Paré, Philip E. J. Necessary and Sufficient Conditions for State-Space Network Realization. [Masters Thesis]. Brigham Young University; 2014. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=5135&context=etd


Delft University of Technology

12. Wang, Tianxiang (author). Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics.

Degree: 2018, Delft University of Technology

The rapid development in statistics, information technology, and computational power have en- abled numerous innovative methods to emerge in Structural Health Monitoring (SHM) for structural(more)

Subjects/Keywords: Structural Health Monitoring (SHM); Damage Identification; Bayesian statistics; Information Content Analysis

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APA (6th Edition):

Wang, T. (. (2018). Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:29d1069b-50e1-4776-a98f-e5c0ef56b83b

Chicago Manual of Style (16th Edition):

Wang, Tianxiang (author). “Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics.” 2018. Masters Thesis, Delft University of Technology. Accessed August 10, 2020. http://resolver.tudelft.nl/uuid:29d1069b-50e1-4776-a98f-e5c0ef56b83b.

MLA Handbook (7th Edition):

Wang, Tianxiang (author). “Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics.” 2018. Web. 10 Aug 2020.

Vancouver:

Wang T(. Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Aug 10]. Available from: http://resolver.tudelft.nl/uuid:29d1069b-50e1-4776-a98f-e5c0ef56b83b.

Council of Science Editors:

Wang T(. Application of Probabilistic Damage Identification to Civil Engineering Structures: A Marriage of Structural Health Monitoring and Bayesian Statistics. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:29d1069b-50e1-4776-a98f-e5c0ef56b83b


Delft University of Technology

13. Oudewortel, R.D. (author). Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach.

Degree: 2015, Delft University of Technology

 The Damen Crane Barge type CB6324 is a transhipment barge, designed to operate in harbours, inshore and in near coastal waters worldwide, mainly for the… (more)

Subjects/Keywords: Ship motions; crane barge; ULS; load identification; operability; fatigue; structural design

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APA (6th Edition):

Oudewortel, R. D. (. (2015). Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:ac26ab6f-15a5-4603-aecb-abe78579bbf0

Chicago Manual of Style (16th Edition):

Oudewortel, R D (author). “Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach.” 2015. Masters Thesis, Delft University of Technology. Accessed August 10, 2020. http://resolver.tudelft.nl/uuid:ac26ab6f-15a5-4603-aecb-abe78579bbf0.

MLA Handbook (7th Edition):

Oudewortel, R D (author). “Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach.” 2015. Web. 10 Aug 2020.

Vancouver:

Oudewortel RD(. Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Aug 10]. Available from: http://resolver.tudelft.nl/uuid:ac26ab6f-15a5-4603-aecb-abe78579bbf0.

Council of Science Editors:

Oudewortel RD(. Jib Rest Design for Crane Barge Type CB6324 - A New Design Approach. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:ac26ab6f-15a5-4603-aecb-abe78579bbf0

14. Mitchell, Ryan. A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures.

Degree: MS, 2012, Worcester Polytechnic Institute

  With the increased deterioration of infrastructure in this country, it has become important to find ways to maintain the strength and integrity of a… (more)

Subjects/Keywords: system identification; structural control; neural network; fuzzy logic; wavelet transform; earthquake

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APA (6th Edition):

Mitchell, R. (2012). A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures. (Thesis). Worcester Polytechnic Institute. Retrieved from etd-041812-134324 ; https://digitalcommons.wpi.edu/etd-theses/1165

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):

Mitchell, Ryan. “A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures.” 2012. Thesis, Worcester Polytechnic Institute. Accessed August 10, 2020. etd-041812-134324 ; https://digitalcommons.wpi.edu/etd-theses/1165.

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

MLA Handbook (7th Edition):

Mitchell, Ryan. “A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures.” 2012. Web. 10 Aug 2020.

Vancouver:

Mitchell R. A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures. [Internet] [Thesis]. Worcester Polytechnic Institute; 2012. [cited 2020 Aug 10]. Available from: etd-041812-134324 ; https://digitalcommons.wpi.edu/etd-theses/1165.

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

Council of Science Editors:

Mitchell R. A WANFIS Model for Use in System Identification and Structural Control of Civil Engineering Structures. [Thesis]. Worcester Polytechnic Institute; 2012. Available from: etd-041812-134324 ; https://digitalcommons.wpi.edu/etd-theses/1165

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

15. Jedidi, Safa. Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings.

Degree: Docteur es, Traitement du signal et télécommunications, 2016, Rennes 1

Avec la complexité croissante des systèmes dynamiques qui apparaissent dans l'ingénierie et d'autres domaines de la science, l'étude des systèmes de grande taille composés d'un… (more)

Subjects/Keywords: Identifiabilité Structurelle; Identification Décentralisée; Système de Grande Taille; Bâtiments; Structural Identifiability; Decentralized Identification; Large Scale Systems; Buildings

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APA (6th Edition):

Jedidi, S. (2016). Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings. (Doctoral Dissertation). Rennes 1. Retrieved from http://www.theses.fr/2016REN1S072

Chicago Manual of Style (16th Edition):

Jedidi, Safa. “Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings.” 2016. Doctoral Dissertation, Rennes 1. Accessed August 10, 2020. http://www.theses.fr/2016REN1S072.

MLA Handbook (7th Edition):

Jedidi, Safa. “Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings.” 2016. Web. 10 Aug 2020.

Vancouver:

Jedidi S. Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings. [Internet] [Doctoral dissertation]. Rennes 1; 2016. [cited 2020 Aug 10]. Available from: http://www.theses.fr/2016REN1S072.

Council of Science Editors:

Jedidi S. Identification décentralisée des systèmes de grande taille : approches appliquées à la thermique des bâtiments : Decentralized identification of large scale-systems : approaches used to thermal applications in buildings. [Doctoral Dissertation]. Rennes 1; 2016. Available from: http://www.theses.fr/2016REN1S072

16. Goutaudier, Dimitri. Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes.

Degree: Docteur es, Mécanique, génie mécanique, génie civil. Mécanique, 2019, Paris, CNAM

La détection d'impacts est une préoccupation majeure pour suivre l'intégrité d'une structure évoluant dans un environnement comportant des risques de collision. Ce travail consiste à… (more)

Subjects/Keywords: Contrôle de santé intégré; Problème inverse; Identification d'impact; Analyse vibratoire; Structural health monitoring; Inverse problem; Impact identification; Vibration analysis; 624.171

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

APA (6th Edition):

Goutaudier, D. (2019). Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes. (Doctoral Dissertation). Paris, CNAM. Retrieved from http://www.theses.fr/2019CNAM1225

Chicago Manual of Style (16th Edition):

Goutaudier, Dimitri. “Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes.” 2019. Doctoral Dissertation, Paris, CNAM. Accessed August 10, 2020. http://www.theses.fr/2019CNAM1225.

MLA Handbook (7th Edition):

Goutaudier, Dimitri. “Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes.” 2019. Web. 10 Aug 2020.

Vancouver:

Goutaudier D. Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes. [Internet] [Doctoral dissertation]. Paris, CNAM; 2019. [cited 2020 Aug 10]. Available from: http://www.theses.fr/2019CNAM1225.

Council of Science Editors:

Goutaudier D. Méthode d'identification d'un impact appliqué sur une structure admettant des modes de vibration basse fréquence faiblement amortis et bien séparés : Impact identification technique for a structure with weakly damped and well separated low frequency vibration modes. [Doctoral Dissertation]. Paris, CNAM; 2019. Available from: http://www.theses.fr/2019CNAM1225


Utah State University

17. Xing, Shutao. Structural Identification and Damage Identification using Output-Only Vibration Measurements.

Degree: PhD, Civil and Environmental Engineering, 2011, Utah State University

  This dissertation studied the structural identification and damage detection of civil engineering structures. Several issues regarding structural health monitoring were addressed. The data-driven subspace… (more)

Subjects/Keywords: Bridge Health Monitoring; Damage Identification; Delamination Detection; Finite Element Modeling; Structural Pounding; Substructural Identification; Civil and Environmental Engineering

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APA (6th Edition):

Xing, S. (2011). Structural Identification and Damage Identification using Output-Only Vibration Measurements. (Doctoral Dissertation). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/1067

Chicago Manual of Style (16th Edition):

Xing, Shutao. “Structural Identification and Damage Identification using Output-Only Vibration Measurements.” 2011. Doctoral Dissertation, Utah State University. Accessed August 10, 2020. https://digitalcommons.usu.edu/etd/1067.

MLA Handbook (7th Edition):

Xing, Shutao. “Structural Identification and Damage Identification using Output-Only Vibration Measurements.” 2011. Web. 10 Aug 2020.

Vancouver:

Xing S. Structural Identification and Damage Identification using Output-Only Vibration Measurements. [Internet] [Doctoral dissertation]. Utah State University; 2011. [cited 2020 Aug 10]. Available from: https://digitalcommons.usu.edu/etd/1067.

Council of Science Editors:

Xing S. Structural Identification and Damage Identification using Output-Only Vibration Measurements. [Doctoral Dissertation]. Utah State University; 2011. Available from: https://digitalcommons.usu.edu/etd/1067


University of Arkansas

18. Norris, James Thomas. Structural Identification of an Elevated Water Tower.

Degree: MSCE, 2016, University of Arkansas

  Elevated water tanks are generally located at higher elevations within a particular geographic area. The location and height of these structures often makes them… (more)

Subjects/Keywords: Applied sciences; Finite element model; Modal analysis; Modal identification; Structural identification; Water tank; Water tower; Civil Engineering; Construction Engineering and Management

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APA (6th Edition):

Norris, J. T. (2016). Structural Identification of an Elevated Water Tower. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1454

Chicago Manual of Style (16th Edition):

Norris, James Thomas. “Structural Identification of an Elevated Water Tower.” 2016. Masters Thesis, University of Arkansas. Accessed August 10, 2020. https://scholarworks.uark.edu/etd/1454.

MLA Handbook (7th Edition):

Norris, James Thomas. “Structural Identification of an Elevated Water Tower.” 2016. Web. 10 Aug 2020.

Vancouver:

Norris JT. Structural Identification of an Elevated Water Tower. [Internet] [Masters thesis]. University of Arkansas; 2016. [cited 2020 Aug 10]. Available from: https://scholarworks.uark.edu/etd/1454.

Council of Science Editors:

Norris JT. Structural Identification of an Elevated Water Tower. [Masters Thesis]. University of Arkansas; 2016. Available from: https://scholarworks.uark.edu/etd/1454


Lehigh University

19. Matarazzo, Thomas James. A Framework for the Use of Mobile Sensor Networks in System Identification.

Degree: PhD, Civil Engineering, 2015, Lehigh University

 System identification (SID, also known as structural identification in this context) is the process of extracting a system’s modal properties from sensor measurements. Typically, a… (more)

Subjects/Keywords: Dynamic Sensor Networks; Missing Data; Mobile Sensing; Modal Identification; Structural Dynamics; Structural Health Monitoring; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Matarazzo, T. J. (2015). A Framework for the Use of Mobile Sensor Networks in System Identification. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2717

Chicago Manual of Style (16th Edition):

Matarazzo, Thomas James. “A Framework for the Use of Mobile Sensor Networks in System Identification.” 2015. Doctoral Dissertation, Lehigh University. Accessed August 10, 2020. https://preserve.lehigh.edu/etd/2717.

MLA Handbook (7th Edition):

Matarazzo, Thomas James. “A Framework for the Use of Mobile Sensor Networks in System Identification.” 2015. Web. 10 Aug 2020.

Vancouver:

Matarazzo TJ. A Framework for the Use of Mobile Sensor Networks in System Identification. [Internet] [Doctoral dissertation]. Lehigh University; 2015. [cited 2020 Aug 10]. Available from: https://preserve.lehigh.edu/etd/2717.

Council of Science Editors:

Matarazzo TJ. A Framework for the Use of Mobile Sensor Networks in System Identification. [Doctoral Dissertation]. Lehigh University; 2015. Available from: https://preserve.lehigh.edu/etd/2717

20. Ντότσιος, Ευάγγελος. Methods for identifying models of complex structures using information from measured vibrations.

Degree: 2009, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

 This thesis concentrates on the development and validation of methods for identifying dynamic models of complex structures as well as predicting fatigue damage accumulation by… (more)

Subjects/Keywords: Δυναμική συστημάτων; Αναγνώριση κατασκευών; Βελτιστοποίηση; Αναθεώρηση; Κόπωση; Οχήματα; Bayesian analysis; Structural dynamics; Structural identification; Optimization; Model updating; Fatigue; Vehicles

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APA (6th Edition):

Ντότσιος, . . (2009). Methods for identifying models of complex structures using information from measured vibrations. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/17890

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):

Ντότσιος, Ευάγγελος. “Methods for identifying models of complex structures using information from measured vibrations.” 2009. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed August 10, 2020. http://hdl.handle.net/10442/hedi/17890.

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

MLA Handbook (7th Edition):

Ντότσιος, Ευάγγελος. “Methods for identifying models of complex structures using information from measured vibrations.” 2009. Web. 10 Aug 2020.

Vancouver:

Ντότσιος . Methods for identifying models of complex structures using information from measured vibrations. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2009. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/10442/hedi/17890.

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

Council of Science Editors:

Ντότσιος . Methods for identifying models of complex structures using information from measured vibrations. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2009. Available from: http://hdl.handle.net/10442/hedi/17890

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

21. WANG XIAOJUAN. Parameter Identification with Unknown Input and Incomplete Measurements.

Degree: 2012, National University of Singapore

Subjects/Keywords: Structural health monitoring; Damage detection; Structural identification; Substructural identification; Unknown input; Incomplete measurements

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APA (6th Edition):

XIAOJUAN, W. (2012). Parameter Identification with Unknown Input and Incomplete Measurements. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/36365

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):

XIAOJUAN, WANG. “Parameter Identification with Unknown Input and Incomplete Measurements.” 2012. Thesis, National University of Singapore. Accessed August 10, 2020. http://scholarbank.nus.edu.sg/handle/10635/36365.

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

MLA Handbook (7th Edition):

XIAOJUAN, WANG. “Parameter Identification with Unknown Input and Incomplete Measurements.” 2012. Web. 10 Aug 2020.

Vancouver:

XIAOJUAN W. Parameter Identification with Unknown Input and Incomplete Measurements. [Internet] [Thesis]. National University of Singapore; 2012. [cited 2020 Aug 10]. Available from: http://scholarbank.nus.edu.sg/handle/10635/36365.

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

Council of Science Editors:

XIAOJUAN W. Parameter Identification with Unknown Input and Incomplete Measurements. [Thesis]. National University of Singapore; 2012. Available from: http://scholarbank.nus.edu.sg/handle/10635/36365

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


University of South Carolina

22. Marulanda, Johannio. Modal Identification Using Smart Mobile Sensing Units.

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

  The state-of-the-art in modal identification for civil structures is limited to the estimation mode shapes with a low spatial resolution. Modal coordinates are identified… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; Modal Identification; Smart Mobile Sensors; Structural Dynamics

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

APA (6th Edition):

Marulanda, J. (2010). Modal Identification Using Smart Mobile Sensing Units. (Doctoral Dissertation). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/217

Chicago Manual of Style (16th Edition):

Marulanda, Johannio. “Modal Identification Using Smart Mobile Sensing Units.” 2010. Doctoral Dissertation, University of South Carolina. Accessed August 10, 2020. https://scholarcommons.sc.edu/etd/217.

MLA Handbook (7th Edition):

Marulanda, Johannio. “Modal Identification Using Smart Mobile Sensing Units.” 2010. Web. 10 Aug 2020.

Vancouver:

Marulanda J. Modal Identification Using Smart Mobile Sensing Units. [Internet] [Doctoral dissertation]. University of South Carolina; 2010. [cited 2020 Aug 10]. Available from: https://scholarcommons.sc.edu/etd/217.

Council of Science Editors:

Marulanda J. Modal Identification Using Smart Mobile Sensing Units. [Doctoral Dissertation]. University of South Carolina; 2010. Available from: https://scholarcommons.sc.edu/etd/217

23. Castanheira, João Pedro da Conceição. Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano.

Degree: 2015, Repositório Científico do Instituto Politécnico de Lisboa

Dissertação para obtenção do grau de Mestre em Engenharia Mecânica na Área de Manutenção e Produção

Desde dos anos 80 que se tem vindo a… (more)

Subjects/Keywords: Identificação de dano em estruturas; SHM - Structural health monitoring; Damage identification in structures

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APA (6th Edition):

Castanheira, J. P. d. C. (2015). Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5497

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):

Castanheira, João Pedro da Conceição. “Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano.” 2015. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed August 10, 2020. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5497.

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

MLA Handbook (7th Edition):

Castanheira, João Pedro da Conceição. “Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano.” 2015. Web. 10 Aug 2020.

Vancouver:

Castanheira JPdC. Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. [cited 2020 Aug 10]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5497.

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

Council of Science Editors:

Castanheira JPdC. Benchmarking de identificação de ano: criação de um site para benchmarking de técnicas de identificação de dano. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2015. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/5497

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


Washington State University

24. [No author]. Active Lamb wave propagation-based damage identification in plate-like structures .

Degree: 2015, Washington State University

 In this study, the improved active Lamb wave propagation-based damage identification methods are developed for metallic and composite laminated plates. Existing studies are first reviewed… (more)

Subjects/Keywords: Civil engineering; Damage identification; Lamb wave; Sensor array; Signal processing; Structural health monitoring

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APA (6th Edition):

author], [. (2015). Active Lamb wave propagation-based damage identification in plate-like structures . (Thesis). Washington State University. Retrieved from http://hdl.handle.net/2376/6250

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):

author], [No. “Active Lamb wave propagation-based damage identification in plate-like structures .” 2015. Thesis, Washington State University. Accessed August 10, 2020. http://hdl.handle.net/2376/6250.

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

MLA Handbook (7th Edition):

author], [No. “Active Lamb wave propagation-based damage identification in plate-like structures .” 2015. Web. 10 Aug 2020.

Vancouver:

author] [. Active Lamb wave propagation-based damage identification in plate-like structures . [Internet] [Thesis]. Washington State University; 2015. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/2376/6250.

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

Council of Science Editors:

author] [. Active Lamb wave propagation-based damage identification in plate-like structures . [Thesis]. Washington State University; 2015. Available from: http://hdl.handle.net/2376/6250

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


University of Arizona

25. Ahlers, Brandon James. Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain .

Degree: 2020, University of Arizona

 Techniques used in Structural Health Assessment (SHA) are assessed. The dynamic cases of SHA are looked at thoroughly and can be further separated into time… (more)

Subjects/Keywords: Kalman Filter; Non-Destructive Testing; Structural Health Assessment; System Identification; Visual Inspection

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APA (6th Edition):

Ahlers, B. J. (2020). Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain . (Masters Thesis). University of Arizona. Retrieved from http://hdl.handle.net/10150/641675

Chicago Manual of Style (16th Edition):

Ahlers, Brandon James. “Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain .” 2020. Masters Thesis, University of Arizona. Accessed August 10, 2020. http://hdl.handle.net/10150/641675.

MLA Handbook (7th Edition):

Ahlers, Brandon James. “Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain .” 2020. Web. 10 Aug 2020.

Vancouver:

Ahlers BJ. Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain . [Internet] [Masters thesis]. University of Arizona; 2020. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/10150/641675.

Council of Science Editors:

Ahlers BJ. Structural Health Assessment using System Identification Techniques in the Time and Frequency Domain . [Masters Thesis]. University of Arizona; 2020. Available from: http://hdl.handle.net/10150/641675


University of Central Florida

26. Al Rumaithi, Ayad. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.

Degree: 2014, University of Central Florida

 The effects of soil-foundation-structure (SFS) interaction and extreme loading on structural behaviors are important issues in structural dynamics. System identification is an important technique to… (more)

Subjects/Keywords: System identification; modal analysis; blind source seperation; Civil Engineering; Engineering; Geotechnical Engineering; Structural Engineering

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APA (6th Edition):

Al Rumaithi, A. (2014). Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. (Masters Thesis). University of Central Florida. Retrieved from https://stars.library.ucf.edu/etd/1325

Chicago Manual of Style (16th Edition):

Al Rumaithi, Ayad. “Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.” 2014. Masters Thesis, University of Central Florida. Accessed August 10, 2020. https://stars.library.ucf.edu/etd/1325.

MLA Handbook (7th Edition):

Al Rumaithi, Ayad. “Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods.” 2014. Web. 10 Aug 2020.

Vancouver:

Al Rumaithi A. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. [Internet] [Masters thesis]. University of Central Florida; 2014. [cited 2020 Aug 10]. Available from: https://stars.library.ucf.edu/etd/1325.

Council of Science Editors:

Al Rumaithi A. Characterization of Dynamic Structures Using Parametric and Non-parametric System Identification Methods. [Masters Thesis]. University of Central Florida; 2014. Available from: https://stars.library.ucf.edu/etd/1325


University of Michigan

27. Kim, Junhee. System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods.

Degree: PhD, Civil Engineering, 2011, University of Michigan

 Recent dramatic catastrophic failures of civil engineering infrastructure systems such as the I-35 Bridge collapse (Minneapolis, MN, 2007) and PG&E gas pipeline explosion (San Bruno,… (more)

Subjects/Keywords: System Identification; Wireless Monitoring System; Structural Health Montoring; Civil and Environmental Engineering; Engineering

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APA (6th Edition):

Kim, J. (2011). System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/84466

Chicago Manual of Style (16th Edition):

Kim, Junhee. “System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods.” 2011. Doctoral Dissertation, University of Michigan. Accessed August 10, 2020. http://hdl.handle.net/2027.42/84466.

MLA Handbook (7th Edition):

Kim, Junhee. “System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods.” 2011. Web. 10 Aug 2020.

Vancouver:

Kim J. System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods. [Internet] [Doctoral dissertation]. University of Michigan; 2011. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/2027.42/84466.

Council of Science Editors:

Kim J. System Identification of Civil Engineering Structures through Wireless Structural Monitoring and Subspace System Identification Methods. [Doctoral Dissertation]. University of Michigan; 2011. Available from: http://hdl.handle.net/2027.42/84466

28. Phoenix, Austin Allen. High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications.

Degree: PhD, Mechanical Engineering, 2016, Virginia Tech

 To meet the requirements for the next generation of space missions, a paradigm shift is required from current structures that are static, heavy and stiff,… (more)

Subjects/Keywords: Finite Element Analysis; Model Reduction; Parameter Ranking and Identification; Thermal Morphing; Structural Optimization; Anisogrid Structure

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APA (6th Edition):

Phoenix, A. A. (2016). High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/78824

Chicago Manual of Style (16th Edition):

Phoenix, Austin Allen. “High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications.” 2016. Doctoral Dissertation, Virginia Tech. Accessed August 10, 2020. http://hdl.handle.net/10919/78824.

MLA Handbook (7th Edition):

Phoenix, Austin Allen. “High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications.” 2016. Web. 10 Aug 2020.

Vancouver:

Phoenix AA. High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications. [Internet] [Doctoral dissertation]. Virginia Tech; 2016. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/10919/78824.

Council of Science Editors:

Phoenix AA. High Precision Thermal Morphing of the Smart Anisogrid Structure for Space-Based Applications. [Doctoral Dissertation]. Virginia Tech; 2016. Available from: http://hdl.handle.net/10919/78824


Hong Kong University of Science and Technology

29. Wong, Lai Ah. Nonlinear structural system identification.

Degree: 1997, Hong Kong University of Science and Technology

 System identification techniques has been extensively developed during the past twenty years mostly because of a large number of applications in diverse fields like electric… (more)

Subjects/Keywords: Structural dynamics ; Nonlinear mechanics ; System identification

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APA (6th Edition):

Wong, L. A. (1997). Nonlinear structural system identification. (Thesis). Hong Kong University of Science and Technology. Retrieved from http://repository.ust.hk/ir/Record/1783.1-1574 ; https://doi.org/10.14711/thesis-b556249 ; http://repository.ust.hk/ir/bitstream/1783.1-1574/1/th_redirect.html

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):

Wong, Lai Ah. “Nonlinear structural system identification.” 1997. Thesis, Hong Kong University of Science and Technology. Accessed August 10, 2020. http://repository.ust.hk/ir/Record/1783.1-1574 ; https://doi.org/10.14711/thesis-b556249 ; http://repository.ust.hk/ir/bitstream/1783.1-1574/1/th_redirect.html.

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

MLA Handbook (7th Edition):

Wong, Lai Ah. “Nonlinear structural system identification.” 1997. Web. 10 Aug 2020.

Vancouver:

Wong LA. Nonlinear structural system identification. [Internet] [Thesis]. Hong Kong University of Science and Technology; 1997. [cited 2020 Aug 10]. Available from: http://repository.ust.hk/ir/Record/1783.1-1574 ; https://doi.org/10.14711/thesis-b556249 ; http://repository.ust.hk/ir/bitstream/1783.1-1574/1/th_redirect.html.

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

Council of Science Editors:

Wong LA. Nonlinear structural system identification. [Thesis]. Hong Kong University of Science and Technology; 1997. Available from: http://repository.ust.hk/ir/Record/1783.1-1574 ; https://doi.org/10.14711/thesis-b556249 ; http://repository.ust.hk/ir/bitstream/1783.1-1574/1/th_redirect.html

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


University of Adelaide

30. Pudipeddi, Gnana Teja. Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography.

Degree: 2019, University of Adelaide

 Quantitative identification and evaluation of damage are of utmost importance for the safety and sustainability of a structure. Identifying early stage damage is also necessary… (more)

Subjects/Keywords: Lamb wave; diffraction tomography; imaging; multifrequency; damage identification; structural health monitoring; scattering

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

APA (6th Edition):

Pudipeddi, G. T. (2019). Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/123403

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):

Pudipeddi, Gnana Teja. “Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography.” 2019. Thesis, University of Adelaide. Accessed August 10, 2020. http://hdl.handle.net/2440/123403.

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

MLA Handbook (7th Edition):

Pudipeddi, Gnana Teja. “Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography.” 2019. Web. 10 Aug 2020.

Vancouver:

Pudipeddi GT. Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2020 Aug 10]. Available from: http://hdl.handle.net/2440/123403.

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

Council of Science Editors:

Pudipeddi GT. Quantitative Structural Diagnosis of Plate-like Structures using Multi-frequency Lamb Wave Diffraction Tomography. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/123403

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

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