Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(seismic retrofit). Showing records 1 – 30 of 59 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

Levels

▼ Search Limiters


University of Southern California

1. Gong, Meng. External bracing of existing buildings to reduce drift under lateral load.

Degree: Master of Building Science, Building Science, 2013, University of Southern California

 The seismic code for structures is becoming more and more strict due to the knowledge people have gained from learning about previous damage from earthquakes.… (more)

Subjects/Keywords: seismic; retrofit; brace

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Gong, M. (2013). External bracing of existing buildings to reduce drift under lateral load. (Masters Thesis). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/314080/rec/2690

Chicago Manual of Style (16th Edition):

Gong, Meng. “External bracing of existing buildings to reduce drift under lateral load.” 2013. Masters Thesis, University of Southern California. Accessed January 24, 2021. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/314080/rec/2690.

MLA Handbook (7th Edition):

Gong, Meng. “External bracing of existing buildings to reduce drift under lateral load.” 2013. Web. 24 Jan 2021.

Vancouver:

Gong M. External bracing of existing buildings to reduce drift under lateral load. [Internet] [Masters thesis]. University of Southern California; 2013. [cited 2021 Jan 24]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/314080/rec/2690.

Council of Science Editors:

Gong M. External bracing of existing buildings to reduce drift under lateral load. [Masters Thesis]. University of Southern California; 2013. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/314080/rec/2690


Penn State University

2. Chandrasekaran, Sandhya. Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario .

Degree: 2014, Penn State University

 Bridge performance is often controlled by the strength of its critical sub-structural components (Teng et. al 2000). The seismic response of highway bridges is governed… (more)

Subjects/Keywords: Optimization; seismic retrofit; resilience

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chandrasekaran, S. (2014). Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/22635

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):

Chandrasekaran, Sandhya. “Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario .” 2014. Thesis, Penn State University. Accessed January 24, 2021. https://submit-etda.libraries.psu.edu/catalog/22635.

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

MLA Handbook (7th Edition):

Chandrasekaran, Sandhya. “Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario .” 2014. Web. 24 Jan 2021.

Vancouver:

Chandrasekaran S. Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario . [Internet] [Thesis]. Penn State University; 2014. [cited 2021 Jan 24]. Available from: https://submit-etda.libraries.psu.edu/catalog/22635.

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

Council of Science Editors:

Chandrasekaran S. Retrofit Optimization for Resilience Enhancement of Bridges multihazard Scenario . [Thesis]. Penn State University; 2014. Available from: https://submit-etda.libraries.psu.edu/catalog/22635

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


University of Waterloo

3. Rustum, Asim. Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers.

Degree: 2012, University of Waterloo

 Highway bridges function as the arteries of our society. Hence, it is essential that they remain operational following an earthquake. Unfortunately, a significant number of… (more)

Subjects/Keywords: bridge seismic retrofit viscous dampers

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rustum, A. (2012). Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/6510

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):

Rustum, Asim. “Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers.” 2012. Thesis, University of Waterloo. Accessed January 24, 2021. http://hdl.handle.net/10012/6510.

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

MLA Handbook (7th Edition):

Rustum, Asim. “Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers.” 2012. Web. 24 Jan 2021.

Vancouver:

Rustum A. Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers. [Internet] [Thesis]. University of Waterloo; 2012. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10012/6510.

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

Council of Science Editors:

Rustum A. Evaluating the Retrofit of Highway Bridges Using Fluid Viscous Dampers. [Thesis]. University of Waterloo; 2012. Available from: http://hdl.handle.net/10012/6510

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


Delft University of Technology

4. Zhang, Zhenkun (author). Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions.

Degree: 2017, Delft University of Technology

 The project is the transforming earthquake damaged buildings into new public complexity, integrate separate buildings together, provide more public space, improves existing architecture quality and… (more)

Subjects/Keywords: Seismic; Retrofit; Folded-Plate; Wood; Complementary

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhang, Z. (. (2017). Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b308813e-72bb-4259-8970-f164c7af4aa0

Chicago Manual of Style (16th Edition):

Zhang, Zhenkun (author). “Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions.” 2017. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:b308813e-72bb-4259-8970-f164c7af4aa0.

MLA Handbook (7th Edition):

Zhang, Zhenkun (author). “Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions.” 2017. Web. 24 Jan 2021.

Vancouver:

Zhang Z(. Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:b308813e-72bb-4259-8970-f164c7af4aa0.

Council of Science Editors:

Zhang Z(. Seismic-Retrofit - An open air museum park integrated with brick buildings and new seismic retrofit system.: A more architectural solution to reinforce earthquake damaged masonry buildings and improve the existing architecture quality by using light-weight complementary constructions. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:b308813e-72bb-4259-8970-f164c7af4aa0


Kansas State University

5. Eshelman, Larissa D. P. Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures.

Degree: MS, Department of Architectural Engineering, 2019, Kansas State University

 A recent increase in the frequency and spatial variety of seismic activities necessitates the need for re-evaluation of existing structures. Many existing structures do not… (more)

Subjects/Keywords: Seismic; Retrofit; Strand rods; HPFRCC panels

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Eshelman, L. D. P. (2019). Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/40239

Chicago Manual of Style (16th Edition):

Eshelman, Larissa D P. “Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures.” 2019. Masters Thesis, Kansas State University. Accessed January 24, 2021. http://hdl.handle.net/2097/40239.

MLA Handbook (7th Edition):

Eshelman, Larissa D P. “Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures.” 2019. Web. 24 Jan 2021.

Vancouver:

Eshelman LDP. Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures. [Internet] [Masters thesis]. Kansas State University; 2019. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2097/40239.

Council of Science Editors:

Eshelman LDP. Strand rods and high-performance fiber-reinforced cementitious composites: alternative options for seismic retrofit of existing structures. [Masters Thesis]. Kansas State University; 2019. Available from: http://hdl.handle.net/2097/40239


University of Canterbury

6. Quintana-Gallo, Patricio Ignacio. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.

Degree: PhD, 2014, University of Canterbury

 Seismically vulnerable buildings constitute a major problem for the safety of human beings. In many parts of the world, reinforced concrete (RC) frame buildings designed… (more)

Subjects/Keywords: Nonlinear Structural Dynamics; Earthquake Engineering; Seismic Assessment; Seismic Retrofit; Seismic Vulnerability; Seismic Uncertainty

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Quintana-Gallo, P. I. (2014). The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. (Doctoral Dissertation). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2956

Chicago Manual of Style (16th Edition):

Quintana-Gallo, Patricio Ignacio. “The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.” 2014. Doctoral Dissertation, University of Canterbury. Accessed January 24, 2021. http://dx.doi.org/10.26021/2956.

MLA Handbook (7th Edition):

Quintana-Gallo, Patricio Ignacio. “The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings.” 2014. Web. 24 Jan 2021.

Vancouver:

Quintana-Gallo PI. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. [Internet] [Doctoral dissertation]. University of Canterbury; 2014. [cited 2021 Jan 24]. Available from: http://dx.doi.org/10.26021/2956.

Council of Science Editors:

Quintana-Gallo PI. The Nonlinear Dynamics Involved in the Seismic Assessment and Retrofit of Reinforced Concrete Buildings. [Doctoral Dissertation]. University of Canterbury; 2014. Available from: http://dx.doi.org/10.26021/2956


Colorado State University

7. Bahmani, Pouria. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.

Degree: PhD, Civil and Environmental Engineering, 2015, Colorado State University

 Recent earthquakes such as Loma Prieta (1989) and Northridge (1994) in California have highlighted the poor performance of one class of existing buildings. Many older… (more)

Subjects/Keywords: performance-based seismic design; shake table test; wood-frame buildings; performance-based seismic retrofit; multi-story retrofit design; soft-story buildings

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bahmani, P. (2015). Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/166935

Chicago Manual of Style (16th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Doctoral Dissertation, Colorado State University. Accessed January 24, 2021. http://hdl.handle.net/10217/166935.

MLA Handbook (7th Edition):

Bahmani, Pouria. “Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation.” 2015. Web. 24 Jan 2021.

Vancouver:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Internet] [Doctoral dissertation]. Colorado State University; 2015. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10217/166935.

Council of Science Editors:

Bahmani P. Performance-based seismic retrofit (PBSR) methodology for multi-story buildings with full-scale experimental validation. [Doctoral Dissertation]. Colorado State University; 2015. Available from: http://hdl.handle.net/10217/166935


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

8. Markogiannaki, Olga. Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών.

Degree: 2015, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

In the last decades, seismic isolation has been widely applied for the antiseismic protection of structures. However, the use of such means (bearings and dampers)… (more)

Subjects/Keywords: Ελκυστήρας; Αντισεισμικός σχεδιασμός; Αντισεισμική ενίσχυση; Ανάσχεση Μετακινήσεων; Seismic design; Seismic retrofit; Restrainer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Markogiannaki, O. (2015). Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/35654

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):

Markogiannaki, Olga. “Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών.” 2015. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed January 24, 2021. http://hdl.handle.net/10442/hedi/35654.

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

MLA Handbook (7th Edition):

Markogiannaki, Olga. “Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών.” 2015. Web. 24 Jan 2021.

Vancouver:

Markogiannaki O. Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10442/hedi/35654.

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

Council of Science Editors:

Markogiannaki O. Αναλυτική έρευνα επί της δυνατότητας αξιοποίησης ελκυστήρων προς βελτίωση της αντισεισμικής ασφάλειας υφισταμένων και νέων κατασκευών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. Available from: http://hdl.handle.net/10442/hedi/35654

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


University of Auckland

9. Goodwin, Cass Oliver. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.

Degree: 2008, University of Auckland

 Unreinforced masonry (URM) buildings make up a significant proportion of heritage building stock in New Zealand. Many of these have historic value and contribute greatly… (more)

Subjects/Keywords: Unreinforced Masonry; Retrofit; URM; Heritage; Seismic; Historic; Brick; Strengthening

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Goodwin, C. O. (2008). Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. (Masters Thesis). University of Auckland. Retrieved from http://hdl.handle.net/2292/5701

Chicago Manual of Style (16th Edition):

Goodwin, Cass Oliver. “Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.” 2008. Masters Thesis, University of Auckland. Accessed January 24, 2021. http://hdl.handle.net/2292/5701.

MLA Handbook (7th Edition):

Goodwin, Cass Oliver. “Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand.” 2008. Web. 24 Jan 2021.

Vancouver:

Goodwin CO. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. [Internet] [Masters thesis]. University of Auckland; 2008. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2292/5701.

Council of Science Editors:

Goodwin CO. Architectural Considerations in the Seismic Retrofit of Unreinforced Masonry Heritage Buildings in New Zealand. [Masters Thesis]. University of Auckland; 2008. Available from: http://hdl.handle.net/2292/5701


University of Washington

10. Swatosh, Marsha Anne. Seismic Evaluation and Retrofit of Concentrically Braced Frames.

Degree: 2016, University of Washington

 Steel concentrically braced frames (CBFs) are a popular method of resisting lateral loads. Current AISC seismic design requirements for special concentrically braced frames (SCBFs) prescribe… (more)

Subjects/Keywords: braced frame; retrofit; seismic; structures; Civil engineering; Engineering; civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Swatosh, M. A. (2016). Seismic Evaluation and Retrofit of Concentrically Braced Frames. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/36534

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):

Swatosh, Marsha Anne. “Seismic Evaluation and Retrofit of Concentrically Braced Frames.” 2016. Thesis, University of Washington. Accessed January 24, 2021. http://hdl.handle.net/1773/36534.

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

MLA Handbook (7th Edition):

Swatosh, Marsha Anne. “Seismic Evaluation and Retrofit of Concentrically Braced Frames.” 2016. Web. 24 Jan 2021.

Vancouver:

Swatosh MA. Seismic Evaluation and Retrofit of Concentrically Braced Frames. [Internet] [Thesis]. University of Washington; 2016. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1773/36534.

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

Council of Science Editors:

Swatosh MA. Seismic Evaluation and Retrofit of Concentrically Braced Frames. [Thesis]. University of Washington; 2016. Available from: http://hdl.handle.net/1773/36534

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

11. Ballard, Ryan. Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames.

Degree: 2015, University of Washington

 Concentrically braced frame (CBF) structural systems resist lateral loads using braces framed diagonally between frame work points defined at the intersection of beam, column, and… (more)

Subjects/Keywords: Braced Frame; BRB; Connection; Retrofit; Seismic; Civil engineering; civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ballard, R. (2015). Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/33665

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):

Ballard, Ryan. “Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames.” 2015. Thesis, University of Washington. Accessed January 24, 2021. http://hdl.handle.net/1773/33665.

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

MLA Handbook (7th Edition):

Ballard, Ryan. “Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames.” 2015. Web. 24 Jan 2021.

Vancouver:

Ballard R. Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames. [Internet] [Thesis]. University of Washington; 2015. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1773/33665.

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

Council of Science Editors:

Ballard R. Impact of Connection Type on Performance of Non-Seismic Concentrically Braced Frames. [Thesis]. University of Washington; 2015. Available from: http://hdl.handle.net/1773/33665

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


Delft University of Technology

12. Van Vreden, C. (author). An earthquake resistant farm.

Degree: 2016, Delft University of Technology

A Kop-hals-romp farm in Groningen needs to have seismic measures to preserve this National monument from heavy damage of earthquakes. These measures are then combined… (more)

Subjects/Keywords: retrofit; Earthquake; Groningen; seismic; farm; elementary school; Kop-hals-romp

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Van Vreden, C. (. (2016). An earthquake resistant farm. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f183c6a7-59f2-4548-9189-e0ba182e0368

Chicago Manual of Style (16th Edition):

Van Vreden, C (author). “An earthquake resistant farm.” 2016. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:f183c6a7-59f2-4548-9189-e0ba182e0368.

MLA Handbook (7th Edition):

Van Vreden, C (author). “An earthquake resistant farm.” 2016. Web. 24 Jan 2021.

Vancouver:

Van Vreden C(. An earthquake resistant farm. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:f183c6a7-59f2-4548-9189-e0ba182e0368.

Council of Science Editors:

Van Vreden C(. An earthquake resistant farm. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:f183c6a7-59f2-4548-9189-e0ba182e0368


University of Washington

13. Turner, Samuel. Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns.

Degree: 2020, University of Washington

 The Washington State Department of Transportation (WSDOT) began a bridge seismic retrofit program in 1991 in order to address the earthquake risks associated with state-owned… (more)

Subjects/Keywords: Bridge; Hollow; Pile-Column; Prestressed; Retrofit; Seismic; Civil engineering; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Turner, S. (2020). Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns. (Thesis). University of Washington. Retrieved from http://hdl.handle.net/1773/45468

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):

Turner, Samuel. “Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns.” 2020. Thesis, University of Washington. Accessed January 24, 2021. http://hdl.handle.net/1773/45468.

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

MLA Handbook (7th Edition):

Turner, Samuel. “Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns.” 2020. Web. 24 Jan 2021.

Vancouver:

Turner S. Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns. [Internet] [Thesis]. University of Washington; 2020. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1773/45468.

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

Council of Science Editors:

Turner S. Seismic Retrofit of Bridges Supported on Hollow Core Prestressed Concrete Pile-Columns. [Thesis]. University of Washington; 2020. Available from: http://hdl.handle.net/1773/45468

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


Cal Poly

14. Dekker, Nicholas M. Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse.

Degree: MS, Architectural Engineering, 2020, Cal Poly

  The Point Sur Lighthouse is an unreinforced stone masonry building completed in 1889 on the central coast of California. The lighthouse is listed on… (more)

Subjects/Keywords: Unreinforced Masonry; Seismic Retrofit; Forced Vibration Testing; Finite Element; Architectural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dekker, N. M. (2020). Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2192 ; 10.15368/theses.2020.93

Chicago Manual of Style (16th Edition):

Dekker, Nicholas M. “Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse.” 2020. Masters Thesis, Cal Poly. Accessed January 24, 2021. https://digitalcommons.calpoly.edu/theses/2192 ; 10.15368/theses.2020.93.

MLA Handbook (7th Edition):

Dekker, Nicholas M. “Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse.” 2020. Web. 24 Jan 2021.

Vancouver:

Dekker NM. Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse. [Internet] [Masters thesis]. Cal Poly; 2020. [cited 2021 Jan 24]. Available from: https://digitalcommons.calpoly.edu/theses/2192 ; 10.15368/theses.2020.93.

Council of Science Editors:

Dekker NM. Dynamic Analysis and Seismic Retrofit of the Point Sur Lighthouse. [Masters Thesis]. Cal Poly; 2020. Available from: https://digitalcommons.calpoly.edu/theses/2192 ; 10.15368/theses.2020.93

15. Molaei, Ali. Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables .

Degree: 2014, University of Ottawa

 A large number of building inventory in Canada and elsewhere in the world consists of non-ductile reinforced concrete frames, with or without masonry infill panels.… (more)

Subjects/Keywords: Prestressing Cables; Seismic Retrofit; Concrete Frames Retrofit

…There are needs to develop economically superior and structurally sound seismic retrofit… …Seismic Retrofit Techniques In a seismically deficient structure, where elements, connections… …research project is to develop a seismic retrofit methodology for non-ductile reinforced concrete… …seismic retrofit technique by placing diagonally placed prestressing strands on the specimens… …recommendations for design of diagonal cable braces as a seismic retrofit strategy. 3 Chapter 2… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Molaei, A. (2014). Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/30668

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):

Molaei, Ali. “Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables .” 2014. Thesis, University of Ottawa. Accessed January 24, 2021. http://hdl.handle.net/10393/30668.

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

MLA Handbook (7th Edition):

Molaei, Ali. “Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables .” 2014. Web. 24 Jan 2021.

Vancouver:

Molaei A. Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables . [Internet] [Thesis]. University of Ottawa; 2014. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10393/30668.

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

Council of Science Editors:

Molaei A. Seismic Retrofit of Reinforced Concrete Frames with Diagonal Prestressing Cables . [Thesis]. University of Ottawa; 2014. Available from: http://hdl.handle.net/10393/30668

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


University of Utah

16. Moran, Domingo A. Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications.

Degree: PhD, Civil & Environmental Engineering, 2011, University of Utah

 Despite numerous experimental and analytical investigations on the compressive behavior of fiber-reinforced polymer (FRP) confined concrete sections, researchers have been unable to develop a unified… (more)

Subjects/Keywords: Concrete columns; FRP confinement; Mohr-Coulomb; Rehabilitation and retrofit; Seismic hazard; Stress-strain model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moran, D. A. (2011). Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/368/rec/2834

Chicago Manual of Style (16th Edition):

Moran, Domingo A. “Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications.” 2011. Doctoral Dissertation, University of Utah. Accessed January 24, 2021. http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/368/rec/2834.

MLA Handbook (7th Edition):

Moran, Domingo A. “Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications.” 2011. Web. 24 Jan 2021.

Vancouver:

Moran DA. Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications. [Internet] [Doctoral dissertation]. University of Utah; 2011. [cited 2021 Jan 24]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/368/rec/2834.

Council of Science Editors:

Moran DA. Unified model for concrete columns confined by fiber-reinforced polymer jackets with practical applications. [Doctoral Dissertation]. University of Utah; 2011. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd3/id/368/rec/2834


Cornell University

17. Argyrou, Christina. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.

Degree: PhD, Civil and Environmental Engineering, 2018, Cornell University

 The primary focus of this thesis is the evaluation through experimental and numerical investigations of pipeline performance under earthquake-induced ground deformation. This kind of deformation… (more)

Subjects/Keywords: Finite Element Modeling; cured-in-place linings; pipelines; seismic retrofit; soil-pipeline interaction; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Argyrou, C. (2018). PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. (Doctoral Dissertation). Cornell University. Retrieved from http://hdl.handle.net/1813/59321

Chicago Manual of Style (16th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Doctoral Dissertation, Cornell University. Accessed January 24, 2021. http://hdl.handle.net/1813/59321.

MLA Handbook (7th Edition):

Argyrou, Christina. “PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION.” 2018. Web. 24 Jan 2021.

Vancouver:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Internet] [Doctoral dissertation]. Cornell University; 2018. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1813/59321.

Council of Science Editors:

Argyrou C. PIPELINE RESPONSE TO EARTHQUAKE-INDUCED GROUND DEFORMATION. [Doctoral Dissertation]. Cornell University; 2018. Available from: http://hdl.handle.net/1813/59321

18. Allaf, Nabil. Improving integration of seismic retrofit and architecture in unreinforced masonry buildings.

Degree: 2018, Victoria University of Wellington

 This thesis bridges architecture and seismic engineering. These two disciplines, despite being closely interrelated especially in earthquake-prone countries like New Zealand, often operate separately. This… (more)

Subjects/Keywords: Seismic retrofit; Integration; Architectural quality

…2 1.2.2. Implications of integration in a seismic retrofit context… …15 2.3. Architectural issues in seismic retrofit… …20 2.3.3. Issues regarding architectural considerations in seismic retrofit… …24 2.4. Interaction between seismic retrofit structure and architectural quality… …25 2.4.1. Seismic retrofit structure contributing to existing architecture… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Allaf, N. (2018). Improving integration of seismic retrofit and architecture in unreinforced masonry buildings. (Doctoral Dissertation). Victoria University of Wellington. Retrieved from http://hdl.handle.net/10063/7643

Chicago Manual of Style (16th Edition):

Allaf, Nabil. “Improving integration of seismic retrofit and architecture in unreinforced masonry buildings.” 2018. Doctoral Dissertation, Victoria University of Wellington. Accessed January 24, 2021. http://hdl.handle.net/10063/7643.

MLA Handbook (7th Edition):

Allaf, Nabil. “Improving integration of seismic retrofit and architecture in unreinforced masonry buildings.” 2018. Web. 24 Jan 2021.

Vancouver:

Allaf N. Improving integration of seismic retrofit and architecture in unreinforced masonry buildings. [Internet] [Doctoral dissertation]. Victoria University of Wellington; 2018. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10063/7643.

Council of Science Editors:

Allaf N. Improving integration of seismic retrofit and architecture in unreinforced masonry buildings. [Doctoral Dissertation]. Victoria University of Wellington; 2018. Available from: http://hdl.handle.net/10063/7643


University of Ottawa

19. Cortés Puentes, Wilmar Leonardo. Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys .

Degree: 2017, University of Ottawa

 Squat reinforced concrete shear walls are stiff structural elements incorporated in buildings and other structures and are capable of resisting large seismic demands. However, when… (more)

Subjects/Keywords: Shape Memory Alloys; Tension Braces; Seismic Retrofit; Reinforced Concrete; Squat Shear Walls; Testing; Numerical Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cortés Puentes, W. L. (2017). Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36167

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):

Cortés Puentes, Wilmar Leonardo. “Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys .” 2017. Thesis, University of Ottawa. Accessed January 24, 2021. http://hdl.handle.net/10393/36167.

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

MLA Handbook (7th Edition):

Cortés Puentes, Wilmar Leonardo. “Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys .” 2017. Web. 24 Jan 2021.

Vancouver:

Cortés Puentes WL. Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10393/36167.

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

Council of Science Editors:

Cortés Puentes WL. Seismic Retrofit of Squat Reinforced Concrete Shear Walls Using Shape Memory Alloys . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36167

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


University of Colorado

20. Harrington, Cody Conroy. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2016, University of Colorado

  Performance-based earthquake engineering (PBEE) provides a framework to quantitatively assess the seismic risks to buildings and explicitly consider building seismic performance in the design… (more)

Subjects/Keywords: Earthquake Engineering; PBEE; Performance based design; Seismic Retrofit; vertical ground motions; Construction Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Harrington, C. C. (2016). Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/cven_gradetds/50

Chicago Manual of Style (16th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Doctoral Dissertation, University of Colorado. Accessed January 24, 2021. https://scholar.colorado.edu/cven_gradetds/50.

MLA Handbook (7th Edition):

Harrington, Cody Conroy. “Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions.” 2016. Web. 24 Jan 2021.

Vancouver:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2021 Jan 24]. Available from: https://scholar.colorado.edu/cven_gradetds/50.

Council of Science Editors:

Harrington CC. Advancement of Performance-Based Earthquake Engineering for RC Frame Buildings: Application to Retrofit Design and Consideration of Vertical Ground Motions. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/cven_gradetds/50

21. Stramondo, Paola Roberta. Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita.

Degree: 2016, Università degli Studi di Catania

 Molti degli edifici in c.a. esistenti sono stati progettati in passato per soli carichi verticali o per modeste azioni sismiche e necessitano di un intervento… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Buckling-Restrained Braces, Seismic Retrofit, Existing R.C. frames

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Stramondo, P. R. (2016). Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/4061

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):

Stramondo, Paola Roberta. “Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita.” 2016. Thesis, Università degli Studi di Catania. Accessed January 24, 2021. http://hdl.handle.net/10761/4061.

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

MLA Handbook (7th Edition):

Stramondo, Paola Roberta. “Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita.” 2016. Web. 24 Jan 2021.

Vancouver:

Stramondo PR. Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita. [Internet] [Thesis]. Università degli Studi di Catania; 2016. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10761/4061.

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

Council of Science Editors:

Stramondo PR. Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita. [Thesis]. Università degli Studi di Catania; 2016. Available from: http://hdl.handle.net/10761/4061

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


Missouri University of Science and Technology

22. Liu, Wanxing. Seismic site response of deep soil and embankments in the New Madrid Seismic Zone.

Degree: PhD, Civil Engineering, Missouri University of Science and Technology

 "The Federal Highway Administration and the Missouri Department of Transportation have funded a project at the University of Missouri-Rolla with the objective of improving earthquake… (more)

Subjects/Keywords: Seismic site response; Seismic retrofit; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Liu, W. (n.d.). Seismic site response of deep soil and embankments in the New Madrid Seismic Zone. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from https://scholarsmine.mst.edu/doctoral_dissertations/1618

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

Chicago Manual of Style (16th Edition):

Liu, Wanxing. “Seismic site response of deep soil and embankments in the New Madrid Seismic Zone.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed January 24, 2021. https://scholarsmine.mst.edu/doctoral_dissertations/1618.

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

MLA Handbook (7th Edition):

Liu, Wanxing. “Seismic site response of deep soil and embankments in the New Madrid Seismic Zone.” Web. 24 Jan 2021.

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

Vancouver:

Liu W. Seismic site response of deep soil and embankments in the New Madrid Seismic Zone. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2021 Jan 24]. Available from: https://scholarsmine.mst.edu/doctoral_dissertations/1618.

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

Council of Science Editors:

Liu W. Seismic site response of deep soil and embankments in the New Madrid Seismic Zone. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: https://scholarsmine.mst.edu/doctoral_dissertations/1618

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


Kyoto University / 京都大学

23. FAKHOURI, Muhannad Yacoub. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.

Degree: 博士(工学), 2012, Kyoto University / 京都大学

新制・課程博士

甲第16821号

工博第3542号

Subjects/Keywords: seismic design; seismic isolation; seismic retrofit; performance-based design; soft first story

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

FAKHOURI, M. Y. (2012). Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821

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):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.” 2012. Thesis, Kyoto University / 京都大学. Accessed January 24, 2021. http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821.

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

MLA Handbook (7th Edition):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用.” 2012. Web. 24 Jan 2021.

Vancouver:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. [Internet] [Thesis]. Kyoto University / 京都大学; 2012. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821.

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

Council of Science Editors:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures : 多層構造物の地震時性能向上のための上揚運動機構を有するすべり免震支承の適用. [Thesis]. Kyoto University / 京都大学; 2012. Available from: http://hdl.handle.net/2433/157552 ; http://dx.doi.org/10.14989/doctor.k16821

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


Kyoto University

24. FAKHOURI, Muhannad Yacoub. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .

Degree: 2012, Kyoto University

Subjects/Keywords: seismic design; seismic isolation; seismic retrofit; performance-based design; soft first story

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

FAKHOURI, M. Y. (2012). Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/157552

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):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .” 2012. Thesis, Kyoto University. Accessed January 24, 2021. http://hdl.handle.net/2433/157552.

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

MLA Handbook (7th Edition):

FAKHOURI, Muhannad Yacoub. “Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures .” 2012. Web. 24 Jan 2021.

Vancouver:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . [Internet] [Thesis]. Kyoto University; 2012. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2433/157552.

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

Council of Science Editors:

FAKHOURI MY. Application of Sliding Isolation Bearings with Upward Lifting Mechanism for Seismic Performance Enhancement of Multi-Story Structures . [Thesis]. Kyoto University; 2012. Available from: http://hdl.handle.net/2433/157552

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


University of Canterbury

25. Kam, Weng Yuen. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.

Degree: PhD, Civil Engineering, 2010, University of Canterbury

 This research introduces and develops a counter-intuitive seismic retrofit strategy, referred to as “Selective Weakening” (SW), for pre-1970s reinforced concrete (RC) frames with a particular… (more)

Subjects/Keywords: seismic retrofit; reinforced concrete; beam column joint; selective weakening; post-tensioning; seismic performance; seismic rehabilitation; bond; displacement-based retrofit

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kam, W. Y. (2010). Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. (Doctoral Dissertation). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2446

Chicago Manual of Style (16th Edition):

Kam, Weng Yuen. “Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.” 2010. Doctoral Dissertation, University of Canterbury. Accessed January 24, 2021. http://dx.doi.org/10.26021/2446.

MLA Handbook (7th Edition):

Kam, Weng Yuen. “Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames.” 2010. Web. 24 Jan 2021.

Vancouver:

Kam WY. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. [Internet] [Doctoral dissertation]. University of Canterbury; 2010. [cited 2021 Jan 24]. Available from: http://dx.doi.org/10.26021/2446.

Council of Science Editors:

Kam WY. Selective Weakening and Post-Tensioning for the Seismic Retrofit of Non-Ductile RC Frames. [Doctoral Dissertation]. University of Canterbury; 2010. Available from: http://dx.doi.org/10.26021/2446


University of Washington

26. Sen, Andrew David. New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames.

Degree: PhD, 2019, University of Washington

 Concentrically braced frames (CBFs) have been used in steel construction as seismic-force-resisting systems for many decades and constitute a substantial proportion of existing building infrastructure.… (more)

Subjects/Keywords: Braced frames; Earthquake engineering; Nonlinear modeling; Seismic retrofit; Steel design; Structural engineering; Civil engineering; Civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sen, A. D. (2019). New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames. (Doctoral Dissertation). University of Washington. Retrieved from http://hdl.handle.net/1773/43337

Chicago Manual of Style (16th Edition):

Sen, Andrew David. “New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames.” 2019. Doctoral Dissertation, University of Washington. Accessed January 24, 2021. http://hdl.handle.net/1773/43337.

MLA Handbook (7th Edition):

Sen, Andrew David. “New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames.” 2019. Web. 24 Jan 2021.

Vancouver:

Sen AD. New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames. [Internet] [Doctoral dissertation]. University of Washington; 2019. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1773/43337.

Council of Science Editors:

Sen AD. New Methods for Seismic Performance Evaluation and Retrofit of Nonductile Concentrically Braced Frames. [Doctoral Dissertation]. University of Washington; 2019. Available from: http://hdl.handle.net/1773/43337


University of Waterloo

27. Bu, Wensheng. Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading.

Degree: 2008, University of Waterloo

 Reinforced concrete slab-column structures are widely used because of their practicality. However, this type of structures can be subject to punching-shear failure in the slab-column… (more)

Subjects/Keywords: Seismic; concrete; flat slab; punching shear; bolt; retrofit

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bu, W. (2008). Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3606

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):

Bu, Wensheng. “Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading.” 2008. Thesis, University of Waterloo. Accessed January 24, 2021. http://hdl.handle.net/10012/3606.

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

MLA Handbook (7th Edition):

Bu, Wensheng. “Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading.” 2008. Web. 24 Jan 2021.

Vancouver:

Bu W. Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10012/3606.

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

Council of Science Editors:

Bu W. Punching Shear Retrofit Method Using Shear Bolts for Reinforced Concrete Slabs under Seismic Loading. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3606

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


University of Canterbury

28. Ireland, Matthew Greg. Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls.

Degree: M. Eng., Civil Engineering, 2007, University of Canterbury

 Recent earthquakes have highlighted the vulnerability of existing structure to seismic loading. Current seismic retrofit strategies generally focus on increasing the strength/stiffness in order to… (more)

Subjects/Keywords: Seismic; Retrofit; Reinforced; Concrete; Structural; Wall; Selective; Weakening

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ireland, M. G. (2007). Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2287

Chicago Manual of Style (16th Edition):

Ireland, Matthew Greg. “Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls.” 2007. Masters Thesis, University of Canterbury. Accessed January 24, 2021. http://dx.doi.org/10.26021/2287.

MLA Handbook (7th Edition):

Ireland, Matthew Greg. “Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls.” 2007. Web. 24 Jan 2021.

Vancouver:

Ireland MG. Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls. [Internet] [Masters thesis]. University of Canterbury; 2007. [cited 2021 Jan 24]. Available from: http://dx.doi.org/10.26021/2287.

Council of Science Editors:

Ireland MG. Development of a Selective Weakening Approach for the Seismic Retrofit of Reinforced Concrete Structural Walls. [Masters Thesis]. University of Canterbury; 2007. Available from: http://dx.doi.org/10.26021/2287


University of Canterbury

29. Chen, Te-Hsiu. Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system.

Degree: M. Eng., Civil Engineering, 2006, University of Canterbury

 Due to the lack of capacity design principles as well as of appropriate structural details, most of the reinforced concrete building designed primarily for gravity… (more)

Subjects/Keywords: Retrofit; beam column joints; seismic performance; metallic haunch

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, T. (2006). Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2722

Chicago Manual of Style (16th Edition):

Chen, Te-Hsiu. “Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system.” 2006. Masters Thesis, University of Canterbury. Accessed January 24, 2021. http://dx.doi.org/10.26021/2722.

MLA Handbook (7th Edition):

Chen, Te-Hsiu. “Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system.” 2006. Web. 24 Jan 2021.

Vancouver:

Chen T. Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system. [Internet] [Masters thesis]. University of Canterbury; 2006. [cited 2021 Jan 24]. Available from: http://dx.doi.org/10.26021/2722.

Council of Science Editors:

Chen T. Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system. [Masters Thesis]. University of Canterbury; 2006. Available from: http://dx.doi.org/10.26021/2722


University of Texas – Austin

30. -0995-4738. Seismic retrofit of RC columns with FRP composites and anchorage system.

Degree: MSin Engineering, Civil Engineering, 2015, University of Texas – Austin

 Research on the use of composite materials in structural applications started more than 30 years ago but still remains active. The challenges that accompany those… (more)

Subjects/Keywords: Reinforced; Concrete; Frp; Cfrp; Seismic; Retrofit; Column; Earthquake; Design; Rehabilitation; Strengthening; Wrap; Anchor; Anchorage; System; Fiber; Composites; Rc

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-0995-4738. (2015). Seismic retrofit of RC columns with FRP composites and anchorage system. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31769

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

Chicago Manual of Style (16th Edition):

-0995-4738. “Seismic retrofit of RC columns with FRP composites and anchorage system.” 2015. Masters Thesis, University of Texas – Austin. Accessed January 24, 2021. http://hdl.handle.net/2152/31769.

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

MLA Handbook (7th Edition):

-0995-4738. “Seismic retrofit of RC columns with FRP composites and anchorage system.” 2015. Web. 24 Jan 2021.

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

Vancouver:

-0995-4738. Seismic retrofit of RC columns with FRP composites and anchorage system. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2152/31769.

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

Council of Science Editors:

-0995-4738. Seismic retrofit of RC columns with FRP composites and anchorage system. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31769

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

[1] [2]

.