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You searched for subject:(blast design). Showing records 1 – 30 of 40 total matches.

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University of Utah

1. Johnson, Jeffrey Craig. Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock.

Degree: PhD, Mining Engineering;, 2010, University of Utah

 Drill and blast is a common mining technique. It is used to damage the rock for extraction and leave the remaining rock for support. Its… (more)

Subjects/Keywords: Blast damage blast design; Blast design; Blasting; Dynamic rock strength blast damage; Hopkinson bar; Hustrulid bar

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APA (6th Edition):

Johnson, J. C. (2010). Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock. (Doctoral Dissertation). University of Utah. Retrieved from http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1965/rec/594

Chicago Manual of Style (16th Edition):

Johnson, Jeffrey Craig. “Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock.” 2010. Doctoral Dissertation, University of Utah. Accessed October 18, 2019. http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1965/rec/594.

MLA Handbook (7th Edition):

Johnson, Jeffrey Craig. “Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock.” 2010. Web. 18 Oct 2019.

Vancouver:

Johnson JC. Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock. [Internet] [Doctoral dissertation]. University of Utah; 2010. [cited 2019 Oct 18]. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1965/rec/594.

Council of Science Editors:

Johnson JC. Hustrulid bar - a dynamic strength test and its application to the cautious blasting of rock. [Doctoral Dissertation]. University of Utah; 2010. Available from: http://content.lib.utah.edu/cdm/singleitem/collection/etd2/id/1965/rec/594


Delft University of Technology

2. Aydin, C. Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:.

Degree: 2015, Delft University of Technology

 One of the most dangerous events that can occur on an offshore topside structure is an explosion. If blast analyses is performed without taking plasticity… (more)

Subjects/Keywords: Plasticity; Early design phase; Blast analysis; SACS

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APA (6th Edition):

Aydin, C. (2015). Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:bca6f6e4-e0e2-4adf-ac2f-76ce0405b31f

Chicago Manual of Style (16th Edition):

Aydin, C. “Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:.” 2015. Masters Thesis, Delft University of Technology. Accessed October 18, 2019. http://resolver.tudelft.nl/uuid:bca6f6e4-e0e2-4adf-ac2f-76ce0405b31f.

MLA Handbook (7th Edition):

Aydin, C. “Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:.” 2015. Web. 18 Oct 2019.

Vancouver:

Aydin C. Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Oct 18]. Available from: http://resolver.tudelft.nl/uuid:bca6f6e4-e0e2-4adf-ac2f-76ce0405b31f.

Council of Science Editors:

Aydin C. Blast analysis of offshore topside structures: Predicting plastic effects in linear calculations:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:bca6f6e4-e0e2-4adf-ac2f-76ce0405b31f


Laurentian University

3. Hall, Alexander K. Predicting blast-induced damage for open pit mines using numerical modelling software and field observations .

Degree: 2014, Laurentian University

 Blasting is the most common method used to fragment rock in the mining industry. However, given the violent nature of explosives and the high variability… (more)

Subjects/Keywords: blasting; blast damage; open pit mining; pre-split blasting; mining industry; blast design

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APA (6th Edition):

Hall, A. K. (2014). Predicting blast-induced damage for open pit mines using numerical modelling software and field observations . (Thesis). Laurentian University. Retrieved from https://zone.biblio.laurentian.ca/handle/10219/2930

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):

Hall, Alexander K. “Predicting blast-induced damage for open pit mines using numerical modelling software and field observations .” 2014. Thesis, Laurentian University. Accessed October 18, 2019. https://zone.biblio.laurentian.ca/handle/10219/2930.

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

MLA Handbook (7th Edition):

Hall, Alexander K. “Predicting blast-induced damage for open pit mines using numerical modelling software and field observations .” 2014. Web. 18 Oct 2019.

Vancouver:

Hall AK. Predicting blast-induced damage for open pit mines using numerical modelling software and field observations . [Internet] [Thesis]. Laurentian University; 2014. [cited 2019 Oct 18]. Available from: https://zone.biblio.laurentian.ca/handle/10219/2930.

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

Council of Science Editors:

Hall AK. Predicting blast-induced damage for open pit mines using numerical modelling software and field observations . [Thesis]. Laurentian University; 2014. Available from: https://zone.biblio.laurentian.ca/handle/10219/2930

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

4. Slovenec, Derek. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.

Degree: PhD, Civil Engineering, 2019, Case Western Reserve University School of Graduate Studies

 The design of critical buildings must consider extreme load effects from earthquakes, wind and tornado, blast and impact, among others. Many hazardous loads—such as wind… (more)

Subjects/Keywords: Civil Engineering; Structural engineering; facade systems; seismic design; blast design; progressive collapse; performance-based design

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APA (6th Edition):

Slovenec, D. (2019). Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. (Doctoral Dissertation). Case Western Reserve University School of Graduate Studies. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942

Chicago Manual of Style (16th Edition):

Slovenec, Derek. “Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.” 2019. Doctoral Dissertation, Case Western Reserve University School of Graduate Studies. Accessed October 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

MLA Handbook (7th Edition):

Slovenec, Derek. “Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction.” 2019. Web. 18 Oct 2019.

Vancouver:

Slovenec D. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. [Internet] [Doctoral dissertation]. Case Western Reserve University School of Graduate Studies; 2019. [cited 2019 Oct 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

Council of Science Editors:

Slovenec D. Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction. [Doctoral Dissertation]. Case Western Reserve University School of Graduate Studies; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942

5. Kalman, Deidra. Use of steel fiber reinforced concrete for blast resistant design.

Degree: MS, Department of Architectural Engineering and Construction Science, 2010, Kansas State University

 Reinforced concrete is a common building material used for blast resistant design. Adding fibers to reinforced concrete enhances the durability and ductility of concrete. This… (more)

Subjects/Keywords: Blast resistant design; Fiber reinforced concrete; Engineering, Civil (0543)

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APA (6th Edition):

Kalman, D. (2010). Use of steel fiber reinforced concrete for blast resistant design. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/4027

Chicago Manual of Style (16th Edition):

Kalman, Deidra. “Use of steel fiber reinforced concrete for blast resistant design.” 2010. Masters Thesis, Kansas State University. Accessed October 18, 2019. http://hdl.handle.net/2097/4027.

MLA Handbook (7th Edition):

Kalman, Deidra. “Use of steel fiber reinforced concrete for blast resistant design.” 2010. Web. 18 Oct 2019.

Vancouver:

Kalman D. Use of steel fiber reinforced concrete for blast resistant design. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/2097/4027.

Council of Science Editors:

Kalman D. Use of steel fiber reinforced concrete for blast resistant design. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/4027


Mississippi State University

6. Crosby, Zachary Kyle. FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL.

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

  This thesis examines the influences of five factors on the strain energy at failure of metallic alloy plates during a shock wave impact. The… (more)

Subjects/Keywords: BCJ; DMG; explosion; design of experiements; finite element; Abaqus; CTH; blast

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APA (6th Edition):

Crosby, Z. K. (2010). FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292010-175055/ ;

Chicago Manual of Style (16th Edition):

Crosby, Zachary Kyle. “FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL.” 2010. Masters Thesis, Mississippi State University. Accessed October 18, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292010-175055/ ;.

MLA Handbook (7th Edition):

Crosby, Zachary Kyle. “FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL.” 2010. Web. 18 Oct 2019.

Vancouver:

Crosby ZK. FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL. [Internet] [Masters thesis]. Mississippi State University; 2010. [cited 2019 Oct 18]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292010-175055/ ;.

Council of Science Editors:

Crosby ZK. FACTORS AFFECTING ENERGY ABSORPTION OF A PLATE DURING SHOCK WAVE IMPACT USING A DAMAGE MATERIAL MODEL. [Masters Thesis]. Mississippi State University; 2010. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-06292010-175055/ ;


University of Melbourne

7. LUA, WEI. Blast loading on anchorage zones in cable-stayed bridges.

Degree: 2015, University of Melbourne

Blast incidents, occurred under inadvertent and deliberate circumstances, will bring about detrimental economic and social impacts, both domestically as well as internationally. It is an… (more)

Subjects/Keywords: blast loading; anchorage zones; cable-stayed bridges; design guidelines; retrofitting techniques

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APA (6th Edition):

LUA, W. (2015). Blast loading on anchorage zones in cable-stayed bridges. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/55688

Chicago Manual of Style (16th Edition):

LUA, WEI. “Blast loading on anchorage zones in cable-stayed bridges.” 2015. Doctoral Dissertation, University of Melbourne. Accessed October 18, 2019. http://hdl.handle.net/11343/55688.

MLA Handbook (7th Edition):

LUA, WEI. “Blast loading on anchorage zones in cable-stayed bridges.” 2015. Web. 18 Oct 2019.

Vancouver:

LUA W. Blast loading on anchorage zones in cable-stayed bridges. [Internet] [Doctoral dissertation]. University of Melbourne; 2015. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/11343/55688.

Council of Science Editors:

LUA W. Blast loading on anchorage zones in cable-stayed bridges. [Doctoral Dissertation]. University of Melbourne; 2015. Available from: http://hdl.handle.net/11343/55688


University of Ottawa

8. Armstrong, Jonathan. Design of a Free Field Blast Simulating Shock Tube .

Degree: 2015, University of Ottawa

 A 30.5 cm diameter, detonation driven shock tube facility has been designed, constructed and tested. The design goals of the shock tube were to reproduce… (more)

Subjects/Keywords: Shock tube; Friedlander; Blast Wave; Simulation; Shock wave; Design

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APA (6th Edition):

Armstrong, J. (2015). Design of a Free Field Blast Simulating Shock Tube . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32241

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):

Armstrong, Jonathan. “Design of a Free Field Blast Simulating Shock Tube .” 2015. Thesis, University of Ottawa. Accessed October 18, 2019. http://hdl.handle.net/10393/32241.

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

MLA Handbook (7th Edition):

Armstrong, Jonathan. “Design of a Free Field Blast Simulating Shock Tube .” 2015. Web. 18 Oct 2019.

Vancouver:

Armstrong J. Design of a Free Field Blast Simulating Shock Tube . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/10393/32241.

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

Council of Science Editors:

Armstrong J. Design of a Free Field Blast Simulating Shock Tube . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32241

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

9. Blair, Andrew Clifford. A novel powder factor based bench blast design method for large surface coal mines.

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

  "Large surface coal mines in Wyoming's Powder River Basin ship millions of tons of coal per annum, moving millions of cubic yards of overburden… (more)

Subjects/Keywords: Available Energy; Bench blast; Blast design; Mining Engineering

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APA (6th Edition):

Blair, A. C. (n.d.). A novel powder factor based bench blast design method for large surface coal mines. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/doctoral_dissertations/2377

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

Chicago Manual of Style (16th Edition):

Blair, Andrew Clifford. “A novel powder factor based bench blast design method for large surface coal mines.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed October 18, 2019. http://scholarsmine.mst.edu/doctoral_dissertations/2377.

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

MLA Handbook (7th Edition):

Blair, Andrew Clifford. “A novel powder factor based bench blast design method for large surface coal mines.” Web. 18 Oct 2019.

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

Vancouver:

Blair AC. A novel powder factor based bench blast design method for large surface coal mines. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2019 Oct 18]. Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2377.

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

Council of Science Editors:

Blair AC. A novel powder factor based bench blast design method for large surface coal mines. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/doctoral_dissertations/2377

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


University of Alberta

10. Moghimi, Hassan. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 The objective of this research is to develop design methods for steel plate shear wall in low and moderate seismic regions, and to examine its… (more)

Subjects/Keywords: Low seismic region; Blast design; Performance-based design; Seismic design; Capacity design; Steel plate shear wall

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APA (6th Edition):

Moghimi, H. (2013). Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/ms35t910f

Chicago Manual of Style (16th Edition):

Moghimi, Hassan. “Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.” 2013. Doctoral Dissertation, University of Alberta. Accessed October 18, 2019. https://era.library.ualberta.ca/files/ms35t910f.

MLA Handbook (7th Edition):

Moghimi, Hassan. “Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants.” 2013. Web. 18 Oct 2019.

Vancouver:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2019 Oct 18]. Available from: https://era.library.ualberta.ca/files/ms35t910f.

Council of Science Editors:

Moghimi H. Steel Plate Shear Walls for Low and Moderate Seismic Regions and Industrial Plants. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/ms35t910f


Hong Kong University of Science and Technology

11. Tsoi, Hiu Fung. Modelling blast-loaded reinforced concrete slabs.

Degree: 2012, Hong Kong University of Science and Technology

 Accidental explosions and terrorist activities have in recent years raised the awareness of the research community on the structural robustness and stability of civilian constructions.… (more)

Subjects/Keywords: Concrete slabs  – Testing; Reinforced concrete  – Testing; Concrete slabs  – Design and construction; Blast effect

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APA (6th Edition):

Tsoi, H. F. (2012). Modelling blast-loaded reinforced concrete slabs. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed October 18, 2019. https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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):

Tsoi, Hiu Fung. “Modelling blast-loaded reinforced concrete slabs.” 2012. Web. 18 Oct 2019.

Vancouver:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Oct 18]. Available from: https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/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:

Tsoi HF. Modelling blast-loaded reinforced concrete slabs. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198273 ; http://repository.ust.hk/ir/bitstream/1783.1-7717/1/th_redirect.html

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


Hong Kong University of Science and Technology

12. Pan, Yuxin. Blast load effects on bridges using the multi-Euler domain method.

Degree: 2012, Hong Kong University of Science and Technology

 Since the collapse of the WTC towers in September 2001, concern about the protection of important military structures and government buildings against blast loading has… (more)

Subjects/Keywords: Bridges  – Design and construction  – Safety measures; Structural engineering; Blast effect; Blasting  – Mathematical models

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APA (6th Edition):

Pan, Y. (2012). Blast load effects on bridges using the multi-Euler domain method. (Thesis). Hong Kong University of Science and Technology. Retrieved from https://doi.org/10.14711/thesis-b1198332 ; http://repository.ust.hk/ir/bitstream/1783.1-7752/1/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):

Pan, Yuxin. “Blast load effects on bridges using the multi-Euler domain method.” 2012. Thesis, Hong Kong University of Science and Technology. Accessed October 18, 2019. https://doi.org/10.14711/thesis-b1198332 ; http://repository.ust.hk/ir/bitstream/1783.1-7752/1/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):

Pan, Yuxin. “Blast load effects on bridges using the multi-Euler domain method.” 2012. Web. 18 Oct 2019.

Vancouver:

Pan Y. Blast load effects on bridges using the multi-Euler domain method. [Internet] [Thesis]. Hong Kong University of Science and Technology; 2012. [cited 2019 Oct 18]. Available from: https://doi.org/10.14711/thesis-b1198332 ; http://repository.ust.hk/ir/bitstream/1783.1-7752/1/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:

Pan Y. Blast load effects on bridges using the multi-Euler domain method. [Thesis]. Hong Kong University of Science and Technology; 2012. Available from: https://doi.org/10.14711/thesis-b1198332 ; http://repository.ust.hk/ir/bitstream/1783.1-7752/1/th_redirect.html

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


University of Western Sydney

13. McKenzie, Graeme J. Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions.

Degree: 2018, University of Western Sydney

 My aim in undertaking this research was to identify those specific aspects that would be incorporated within any design process in designing for blast loadings… (more)

Subjects/Keywords: blast effect; buildings; design; Australia; Thesis (Ph.D.) – Western Sydney University, 2018; explosions

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APA (6th Edition):

McKenzie, G. J. (2018). Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions. (Thesis). University of Western Sydney. Retrieved from http://hdl.handle.net/1959.7/uws:47196

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):

McKenzie, Graeme J. “Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions.” 2018. Thesis, University of Western Sydney. Accessed October 18, 2019. http://hdl.handle.net/1959.7/uws:47196.

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

MLA Handbook (7th Edition):

McKenzie, Graeme J. “Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions.” 2018. Web. 18 Oct 2019.

Vancouver:

McKenzie GJ. Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions. [Internet] [Thesis]. University of Western Sydney; 2018. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/1959.7/uws:47196.

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

Council of Science Editors:

McKenzie GJ. Design criteria for blast loadings in the Australian environment with special reference to controlled and uncontrolled implosions. [Thesis]. University of Western Sydney; 2018. Available from: http://hdl.handle.net/1959.7/uws:47196

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


Queensland University of Technology

14. Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.

Degree: 2010, Queensland University of Technology

 Terrorists usually target high occupancy iconic and public buildings using vehicle borne incendiary devices in order to claim a maximum number of lives and cause… (more)

Subjects/Keywords: blast analysis, dynamic analysis, numerical simulation, reinforced concrete framed buildings, global and local analysis, post blast damage analysis, residual capacity, damage index, finite element method, linear and non-linear structural analysis; concrete steel composite column, blast mitigation design methods, blast influence region, near field blast events, multi-layer reinforcement

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APA (6th Edition):

Jayasooriya, J. H. A. R. (2010). Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/67925/

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):

Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. “Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.” 2010. Thesis, Queensland University of Technology. Accessed October 18, 2019. https://eprints.qut.edu.au/67925/.

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

MLA Handbook (7th Edition):

Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. “Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.” 2010. Web. 18 Oct 2019.

Vancouver:

Jayasooriya JHAR. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. [Internet] [Thesis]. Queensland University of Technology; 2010. [cited 2019 Oct 18]. Available from: https://eprints.qut.edu.au/67925/.

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

Council of Science Editors:

Jayasooriya JHAR. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. [Thesis]. Queensland University of Technology; 2010. Available from: https://eprints.qut.edu.au/67925/

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


Lehigh University

15. Trasborg, Patrick Alan. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.

Degree: PhD, Civil Engineering, 2014, Lehigh University

 Due to heightened security concerns federal as well as many public facilities require some level of blast design, whether it be intentional or accidental. In… (more)

Subjects/Keywords: Ballistic Design; Blast Design; Concrete; Insulated Concrete Wall Panel; Spall and Breach; Unbonding; Civil and Environmental Engineering; Engineering

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

APA (6th Edition):

Trasborg, P. A. (2014). Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/1656

Chicago Manual of Style (16th Edition):

Trasborg, Patrick Alan. “Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.” 2014. Doctoral Dissertation, Lehigh University. Accessed October 18, 2019. https://preserve.lehigh.edu/etd/1656.

MLA Handbook (7th Edition):

Trasborg, Patrick Alan. “Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands.” 2014. Web. 18 Oct 2019.

Vancouver:

Trasborg PA. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. [Internet] [Doctoral dissertation]. Lehigh University; 2014. [cited 2019 Oct 18]. Available from: https://preserve.lehigh.edu/etd/1656.

Council of Science Editors:

Trasborg PA. Analytical and Experimental Evaluation of Precast Sandwich Wall Panels Subjected to Blast, Breach, and Ballistic Demands. [Doctoral Dissertation]. Lehigh University; 2014. Available from: https://preserve.lehigh.edu/etd/1656


University of Texas – Austin

16. Sammarco, Eric Louis. Development of simplified dynamic response models for blast-loaded bridge components.

Degree: PhD, Civil Engineering, 2014, University of Texas – Austin

 International terrorist organizations have been active across the globe for decades, but attacks against public surface transportation infrastructure constitute a recent trend. Statistical data from… (more)

Subjects/Keywords: Blast; Dynamic analysis; Bridges; Terrorist attack; Direct shear; Highway bridges; Public highway; Bridge security; Bridge analysis; Bridge design; RC component response models; Blast-loaded bridge components; Dynamic response models; Vulnerability assessment software; Blast-resistant bridges

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APA (6th Edition):

Sammarco, E. L. (2014). Development of simplified dynamic response models for blast-loaded bridge components. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47186

Chicago Manual of Style (16th Edition):

Sammarco, Eric Louis. “Development of simplified dynamic response models for blast-loaded bridge components.” 2014. Doctoral Dissertation, University of Texas – Austin. Accessed October 18, 2019. http://hdl.handle.net/2152/47186.

MLA Handbook (7th Edition):

Sammarco, Eric Louis. “Development of simplified dynamic response models for blast-loaded bridge components.” 2014. Web. 18 Oct 2019.

Vancouver:

Sammarco EL. Development of simplified dynamic response models for blast-loaded bridge components. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2014. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/2152/47186.

Council of Science Editors:

Sammarco EL. Development of simplified dynamic response models for blast-loaded bridge components. [Doctoral Dissertation]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/47186


Ohio University

17. Sun, Wei. Surface mine blast design and consultant system.

Degree: MS, Industrial and Manufacturing Systems Engineering (Engineering), 1987, Ohio University

Surface mine blast design and consultant system Advisors/Committee Members: Chatterjee, P. (Advisor).

Subjects/Keywords: Engineering, Industrial; Surface Mine Blast Design; Consultant System

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APA (6th Edition):

Sun, W. (1987). Surface mine blast design and consultant system. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183062985

Chicago Manual of Style (16th Edition):

Sun, Wei. “Surface mine blast design and consultant system.” 1987. Masters Thesis, Ohio University. Accessed October 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183062985.

MLA Handbook (7th Edition):

Sun, Wei. “Surface mine blast design and consultant system.” 1987. Web. 18 Oct 2019.

Vancouver:

Sun W. Surface mine blast design and consultant system. [Internet] [Masters thesis]. Ohio University; 1987. [cited 2019 Oct 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183062985.

Council of Science Editors:

Sun W. Surface mine blast design and consultant system. [Masters Thesis]. Ohio University; 1987. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1183062985


KTH

18. Kamali, Abbas Zangeneh. Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis.

Degree: Structural Engineering and Bridges, 2012, KTH

  The experimental investigations performed on the behaviour of reinforce concrete elements subjected to blast loading have revealed that the shear mechanisms and ductility play… (more)

Subjects/Keywords: Non-linear finite element analysis; Shear Strength; Reinforced Concrete; Normal Strength Concrete; Blast loading; Explicit Dynamic analysis; Design codes

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APA (6th Edition):

Kamali, A. Z. (2012). Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104241

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):

Kamali, Abbas Zangeneh. “Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis.” 2012. Thesis, KTH. Accessed October 18, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104241.

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

MLA Handbook (7th Edition):

Kamali, Abbas Zangeneh. “Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis.” 2012. Web. 18 Oct 2019.

Vancouver:

Kamali AZ. Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis. [Internet] [Thesis]. KTH; 2012. [cited 2019 Oct 18]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104241.

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

Council of Science Editors:

Kamali AZ. Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis. [Thesis]. KTH; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104241

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


Rochester Institute of Technology

19. Ellis, Kathleen. Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag.

Degree: MS, Industrial and Systems Engineering, 2015, Rochester Institute of Technology

  Due to the large amount of cement that is used globally, the production of cement has a large impact on the environment. The area… (more)

Subjects/Keywords: Alkali-activated materials (AAMs); Alternative concrete; Blast furnace slag; Lifecycle assessment (LCA); Mixture design; Sodium carbonate

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APA (6th Edition):

Ellis, K. (2015). Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag. (Masters Thesis). Rochester Institute of Technology. Retrieved from https://scholarworks.rit.edu/theses/8960

Chicago Manual of Style (16th Edition):

Ellis, Kathleen. “Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag.” 2015. Masters Thesis, Rochester Institute of Technology. Accessed October 18, 2019. https://scholarworks.rit.edu/theses/8960.

MLA Handbook (7th Edition):

Ellis, Kathleen. “Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag.” 2015. Web. 18 Oct 2019.

Vancouver:

Ellis K. Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag. [Internet] [Masters thesis]. Rochester Institute of Technology; 2015. [cited 2019 Oct 18]. Available from: https://scholarworks.rit.edu/theses/8960.

Council of Science Editors:

Ellis K. Mechanical, Environmental and Economic Feasibility Analysis of Sodium Carbonate Activated Blast Furnace Slag. [Masters Thesis]. Rochester Institute of Technology; 2015. Available from: https://scholarworks.rit.edu/theses/8960


Rutgers University

20. Tokal-Ahmed, Yahia M. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.

Degree: PhD, Civil and Environmental Engineering, 2009, Rutgers University

Bridges are critical to the transportation system especially at the time of crises. They are essential for rescue missions, evacuations, and rapid distribution of aid… (more)

Subjects/Keywords: Bridges – Design and construction; Bridges – Security measures; Blast effect

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APA (6th Edition):

Tokal-Ahmed, Y. M. (2009). Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. (Doctoral Dissertation). Rutgers University. Retrieved from http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071

Chicago Manual of Style (16th Edition):

Tokal-Ahmed, Yahia M. “Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.” 2009. Doctoral Dissertation, Rutgers University. Accessed October 18, 2019. http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071.

MLA Handbook (7th Edition):

Tokal-Ahmed, Yahia M. “Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges.” 2009. Web. 18 Oct 2019.

Vancouver:

Tokal-Ahmed YM. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. [Internet] [Doctoral dissertation]. Rutgers University; 2009. [cited 2019 Oct 18]. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071.

Council of Science Editors:

Tokal-Ahmed YM. Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges. [Doctoral Dissertation]. Rutgers University; 2009. Available from: http://hdl.rutgers.edu/1782.2/rucore10001600001.ETD.000051071


University of Missouri – Columbia

21. McClendon, Mark Andrew. Blast resistant design for roof systems.

Degree: 2007, University of Missouri – Columbia

 [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] The design of structures to resist explosive loads has become more of a concern to… (more)

Subjects/Keywords: Roofs  – Design and construction; Blast effect; Buildings  – Blast effects; Earthquake resistant design; Castellated beams

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

APA (6th Edition):

McClendon, M. A. (2007). Blast resistant design for roof systems. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/7974

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):

McClendon, Mark Andrew. “Blast resistant design for roof systems.” 2007. Thesis, University of Missouri – Columbia. Accessed October 18, 2019. https://doi.org/10.32469/10355/7974.

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

MLA Handbook (7th Edition):

McClendon, Mark Andrew. “Blast resistant design for roof systems.” 2007. Web. 18 Oct 2019.

Vancouver:

McClendon MA. Blast resistant design for roof systems. [Internet] [Thesis]. University of Missouri – Columbia; 2007. [cited 2019 Oct 18]. Available from: https://doi.org/10.32469/10355/7974.

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

Council of Science Editors:

McClendon MA. Blast resistant design for roof systems. [Thesis]. University of Missouri – Columbia; 2007. Available from: https://doi.org/10.32469/10355/7974

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


University of Missouri – Columbia

22. Ibrahim, Ahmed Abdel Rahman A., 1977-. Assessment of prestressed reinforced concrete box girder bridges under blast loads.

Degree: 2010, University of Missouri – Columbia

 [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Significant research has been performed on the response and retrofit of buildings under blast loads.… (more)

Subjects/Keywords: Arbitrary Lagrangian Eulerian (ALE); LS-DYNA; Prestressed concrete bridges  – Design and construction; Box girder bridges  – Design and construction; Blast effect; Lagrangian functions

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APA (6th Edition):

Ibrahim, Ahmed Abdel Rahman A., 1. (2010). Assessment of prestressed reinforced concrete box girder bridges under blast loads. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/12180

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):

Ibrahim, Ahmed Abdel Rahman A., 1977-. “Assessment of prestressed reinforced concrete box girder bridges under blast loads.” 2010. Thesis, University of Missouri – Columbia. Accessed October 18, 2019. https://doi.org/10.32469/10355/12180.

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

MLA Handbook (7th Edition):

Ibrahim, Ahmed Abdel Rahman A., 1977-. “Assessment of prestressed reinforced concrete box girder bridges under blast loads.” 2010. Web. 18 Oct 2019.

Vancouver:

Ibrahim, Ahmed Abdel Rahman A. 1. Assessment of prestressed reinforced concrete box girder bridges under blast loads. [Internet] [Thesis]. University of Missouri – Columbia; 2010. [cited 2019 Oct 18]. Available from: https://doi.org/10.32469/10355/12180.

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

Council of Science Editors:

Ibrahim, Ahmed Abdel Rahman A. 1. Assessment of prestressed reinforced concrete box girder bridges under blast loads. [Thesis]. University of Missouri – Columbia; 2010. Available from: https://doi.org/10.32469/10355/12180

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


University of Missouri – Columbia

23. Ibrahim, Ahmed Abdel Rahman A., 1977-. Assessment of prestressed reinforced concrete box girder bridges under blast loads.

Degree: 2010, University of Missouri – Columbia

 [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Significant research has been performed on the response and retrofit of buildings under blast loads.… (more)

Subjects/Keywords: Arbitrary Lagrangian Eulerian (ALE); LS-DYNA; Prestressed concrete bridges  – Design and construction; Box girder bridges  – Design and construction; Blast effect; Lagrangian functions

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APA (6th Edition):

Ibrahim, Ahmed Abdel Rahman A., 1. (2010). Assessment of prestressed reinforced concrete box girder bridges under blast loads. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/12180

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):

Ibrahim, Ahmed Abdel Rahman A., 1977-. “Assessment of prestressed reinforced concrete box girder bridges under blast loads.” 2010. Thesis, University of Missouri – Columbia. Accessed October 18, 2019. http://hdl.handle.net/10355/12180.

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

MLA Handbook (7th Edition):

Ibrahim, Ahmed Abdel Rahman A., 1977-. “Assessment of prestressed reinforced concrete box girder bridges under blast loads.” 2010. Web. 18 Oct 2019.

Vancouver:

Ibrahim, Ahmed Abdel Rahman A. 1. Assessment of prestressed reinforced concrete box girder bridges under blast loads. [Internet] [Thesis]. University of Missouri – Columbia; 2010. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/10355/12180.

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

Council of Science Editors:

Ibrahim, Ahmed Abdel Rahman A. 1. Assessment of prestressed reinforced concrete box girder bridges under blast loads. [Thesis]. University of Missouri – Columbia; 2010. Available from: http://hdl.handle.net/10355/12180

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

24. Appelbaum, Andrew Craig. STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS.

Degree: MSs (Engineering), Civil Engineering, 2013, Case Western Reserve University

 Structural Assessment of Multiple Story Steel Buildings Subjected to Blast Loadsby: ANDREW APPELBAUMAbstract This research has been carried out in order to analyze the effects… (more)

Subjects/Keywords: Civil Engineering; Engineering; structural; blast resistant design; multi-story

…content of empirical design documents such as UFC 3-340-02 to develop blast load… …situation makes it applicable to design of most structures that may encounter blast loading. The… …the Single-Degree-of-Freedom Blast Effects Design Spreadsheets (SBEDS). It serves… …x28;1966) are the foundation of current practice blast resistant design. Swisdak (1994… …Frames Damaged by Blast (Lee et al, 2011). In some design methods, the removal of a… 

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APA (6th Edition):

Appelbaum, A. C. (2013). STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS. (Masters Thesis). Case Western Reserve University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=case1364815696

Chicago Manual of Style (16th Edition):

Appelbaum, Andrew Craig. “STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS.” 2013. Masters Thesis, Case Western Reserve University. Accessed October 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1364815696.

MLA Handbook (7th Edition):

Appelbaum, Andrew Craig. “STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS.” 2013. Web. 18 Oct 2019.

Vancouver:

Appelbaum AC. STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS. [Internet] [Masters thesis]. Case Western Reserve University; 2013. [cited 2019 Oct 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1364815696.

Council of Science Editors:

Appelbaum AC. STRUCTURAL ASSESSMENT OF MULTIPLE STORY STEEL BUILDINGS SUBJECTED TO BLAST LOADS. [Masters Thesis]. Case Western Reserve University; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=case1364815696


Queensland University of Technology

25. Hidallana Gamage, Hasitha Damruwan. Response of laminated glass panels to near field blast events.

Degree: 2015, Queensland University of Technology

This thesis develops and applies an analytical method to treat the blast response of glass façades and studies the influence of controlling parameters such as all component materials and geometric properties, support conditions and energy absorption, and hence establishes a framework for their design for a credible blast event.

Subjects/Keywords: Blast loads; Laminated glass; Glass panes; Interlayer material; Structural silicone sealant; Design standards; Strain rate effects; Finite element analysis; Material properties; Energy absorption

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APA (6th Edition):

Hidallana Gamage, H. D. (2015). Response of laminated glass panels to near field blast events. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/85263/

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):

Hidallana Gamage, Hasitha Damruwan. “Response of laminated glass panels to near field blast events.” 2015. Thesis, Queensland University of Technology. Accessed October 18, 2019. https://eprints.qut.edu.au/85263/.

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

MLA Handbook (7th Edition):

Hidallana Gamage, Hasitha Damruwan. “Response of laminated glass panels to near field blast events.” 2015. Web. 18 Oct 2019.

Vancouver:

Hidallana Gamage HD. Response of laminated glass panels to near field blast events. [Internet] [Thesis]. Queensland University of Technology; 2015. [cited 2019 Oct 18]. Available from: https://eprints.qut.edu.au/85263/.

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

Council of Science Editors:

Hidallana Gamage HD. Response of laminated glass panels to near field blast events. [Thesis]. Queensland University of Technology; 2015. Available from: https://eprints.qut.edu.au/85263/

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

26. Singh, Anand Kumar. Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels.

Degree: MS, Mechanical Engineering, 2012, Penn State University

 This thesis investigates the optimization of a solid all-metal plate and a honeycomb sandwich panel to mitigate the effect of air blast loading, which consists… (more)

Subjects/Keywords: Blast; design; optimization; plate; shape; honeycomb sandwich; validation

…group project, involving other researchers, on design of panels for blast load mitigation. The… …blast and ballistic loads. Regarding design for impact mitigation, much greater focus has been… …research. The work is relevant to design of land and marine vehicles, helmets and other… …subsequent optimization of the honeycomb sandwich (Chapter 3). The design problem is as… …follows. The panel is subjected to a blast load of specified magnitude at a given standoff… 

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APA (6th Edition):

Singh, A. K. (2012). Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/12484

Chicago Manual of Style (16th Edition):

Singh, Anand Kumar. “Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels.” 2012. Masters Thesis, Penn State University. Accessed October 18, 2019. https://etda.libraries.psu.edu/catalog/12484.

MLA Handbook (7th Edition):

Singh, Anand Kumar. “Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels.” 2012. Web. 18 Oct 2019.

Vancouver:

Singh AK. Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels. [Internet] [Masters thesis]. Penn State University; 2012. [cited 2019 Oct 18]. Available from: https://etda.libraries.psu.edu/catalog/12484.

Council of Science Editors:

Singh AK. Blast Mitigation Studies for All Metal Plate and Honeycomb Sandwich Panels. [Masters Thesis]. Penn State University; 2012. Available from: https://etda.libraries.psu.edu/catalog/12484


University of Missouri – Columbia

27. Hoemann, John M. Experimental evaluation of structural composites for blast resistant design.

Degree: 2007, University of Missouri – Columbia

 Structural panels comprised of honeycomb fiber reinforced polymer (FRP) laminations were evaluated under blast and fragmentation to examine their value as quickly maneuverable prefabricated structures.… (more)

Subjects/Keywords: Buildings  – Blast effects  – Design; Structural dynamics; Honeycomb structures; Fiber-reinforced plastics; Polymeric composites

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APA (6th Edition):

Hoemann, J. M. (2007). Experimental evaluation of structural composites for blast resistant design. (Thesis). University of Missouri – Columbia. Retrieved from https://doi.org/10.32469/10355/5045

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):

Hoemann, John M. “Experimental evaluation of structural composites for blast resistant design.” 2007. Thesis, University of Missouri – Columbia. Accessed October 18, 2019. https://doi.org/10.32469/10355/5045.

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

MLA Handbook (7th Edition):

Hoemann, John M. “Experimental evaluation of structural composites for blast resistant design.” 2007. Web. 18 Oct 2019.

Vancouver:

Hoemann JM. Experimental evaluation of structural composites for blast resistant design. [Internet] [Thesis]. University of Missouri – Columbia; 2007. [cited 2019 Oct 18]. Available from: https://doi.org/10.32469/10355/5045.

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

Council of Science Editors:

Hoemann JM. Experimental evaluation of structural composites for blast resistant design. [Thesis]. University of Missouri – Columbia; 2007. Available from: https://doi.org/10.32469/10355/5045

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


University of New South Wales

28. Raymond, Ian K. Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads.

Degree: Mechanical & Manufacturing Engineering, 2001, University of New South Wales

 The Australian Maritime Engineering Cooperative Research Centre, and its partner organisation initiated this research effort. In particular, BHP and the Defence Science and Technology Organisation… (more)

Subjects/Keywords: Bulkheads (Naval architecture); Design and construction; Damage control (Warships); Blast effect; Marine steel

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APA (6th Edition):

Raymond, I. K. (2001). Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads. (Masters Thesis). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/20467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:610/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Raymond, Ian K. “Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads.” 2001. Masters Thesis, University of New South Wales. Accessed October 18, 2019. http://handle.unsw.edu.au/1959.4/20467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:610/SOURCE01?view=true.

MLA Handbook (7th Edition):

Raymond, Ian K. “Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads.” 2001. Web. 18 Oct 2019.

Vancouver:

Raymond IK. Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads. [Internet] [Masters thesis]. University of New South Wales; 2001. [cited 2019 Oct 18]. Available from: http://handle.unsw.edu.au/1959.4/20467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:610/SOURCE01?view=true.

Council of Science Editors:

Raymond IK. Tools for the formation of optimised X-80 steel blast tolerant transverse bulkheads. [Masters Thesis]. University of New South Wales; 2001. Available from: http://handle.unsw.edu.au/1959.4/20467 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:610/SOURCE01?view=true


University of Adelaide

29. Zhang, Jiahe. Assessment and stabilization of micaceous soils.

Degree: 2019, University of Adelaide

 Mica is a mineral widely distributed around the world. This mineral generally occurs in igneous, sedimentary and certain metamorphic rocks and, if breaks down from… (more)

Subjects/Keywords: Geotechnical engineering; micaceous clays; strength and testing of materials; scanning electron microscopy; multivariable regression; jute fibers; ground-granulated blast-furnace slag; polyacrylamide; polypropylene fibers; central composite design; response surface methodology

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

APA (6th Edition):

Zhang, J. (2019). Assessment and stabilization of micaceous soils. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/120464

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):

Zhang, Jiahe. “Assessment and stabilization of micaceous soils.” 2019. Thesis, University of Adelaide. Accessed October 18, 2019. http://hdl.handle.net/2440/120464.

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

MLA Handbook (7th Edition):

Zhang, Jiahe. “Assessment and stabilization of micaceous soils.” 2019. Web. 18 Oct 2019.

Vancouver:

Zhang J. Assessment and stabilization of micaceous soils. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/2440/120464.

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

Council of Science Editors:

Zhang J. Assessment and stabilization of micaceous soils. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/120464

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


Georgia Tech

30. Thompson, Stephanie Campbell. Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity.

Degree: MS, Mechanical Engineering, 2007, Georgia Tech

 Materials have traditionally been selected for the design of a product; however, advances in the understanding of material processing along with simulation and computation techniques… (more)

Subjects/Keywords: Compromise decision support problem; Design space expansion; Blast resistant panel; Design capability indices; Design, Industrial; Materials Design; Decision support systems

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

APA (6th Edition):

Thompson, S. C. (2007). Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity. (Masters Thesis). Georgia Tech. Retrieved from http://hdl.handle.net/1853/16278

Chicago Manual of Style (16th Edition):

Thompson, Stephanie Campbell. “Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity.” 2007. Masters Thesis, Georgia Tech. Accessed October 18, 2019. http://hdl.handle.net/1853/16278.

MLA Handbook (7th Edition):

Thompson, Stephanie Campbell. “Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity.” 2007. Web. 18 Oct 2019.

Vancouver:

Thompson SC. Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity. [Internet] [Masters thesis]. Georgia Tech; 2007. [cited 2019 Oct 18]. Available from: http://hdl.handle.net/1853/16278.

Council of Science Editors:

Thompson SC. Material Selection vs Material Design: A Trade-off Between Design Freedom and Design Simplicity. [Masters Thesis]. Georgia Tech; 2007. Available from: http://hdl.handle.net/1853/16278

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