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You searched for subject:(blast loading). Showing records 1 – 30 of 39 total matches.

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University of Cape Town

1. Curry, Richard. Response of plates subjected to air-blast and buried explosions.

Degree: Image, Blast Impact and Survivability Research Unit, 2017, University of Cape Town

 Explosive threats have become more prevalent in both military and terrorist theatres of conflict, showing up largely in the form of Improvised Explosive Devices (IED)… (more)

Subjects/Keywords: Blast Impact; Blast loading

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APA (6th Edition):

Curry, R. (2017). Response of plates subjected to air-blast and buried explosions. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/26877

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):

Curry, Richard. “Response of plates subjected to air-blast and buried explosions.” 2017. Thesis, University of Cape Town. Accessed July 18, 2019. http://hdl.handle.net/11427/26877.

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

MLA Handbook (7th Edition):

Curry, Richard. “Response of plates subjected to air-blast and buried explosions.” 2017. Web. 18 Jul 2019.

Vancouver:

Curry R. Response of plates subjected to air-blast and buried explosions. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/11427/26877.

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

Council of Science Editors:

Curry R. Response of plates subjected to air-blast and buried explosions. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/26877

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


University of Cape Town

2. Ghoor, Ismail B. The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading.

Degree: Image, Blast Impact and Survivability Research Unit, 2018, University of Cape Town

 Composite materials are increasingly being used in a wide range of structural applications. These applications range from bicycle frames and building facades to hulls of… (more)

Subjects/Keywords: Blast Impact; Blast loading

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APA (6th Edition):

Ghoor, I. B. (2018). The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27811

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):

Ghoor, Ismail B. “The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading.” 2018. Thesis, University of Cape Town. Accessed July 18, 2019. http://hdl.handle.net/11427/27811.

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

MLA Handbook (7th Edition):

Ghoor, Ismail B. “The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading.” 2018. Web. 18 Jul 2019.

Vancouver:

Ghoor IB. The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading. [Internet] [Thesis]. University of Cape Town; 2018. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/11427/27811.

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

Council of Science Editors:

Ghoor IB. The response of concave singly curved fibre reinforced moulded sandwich and laminated composite panels to blast loading. [Thesis]. University of Cape Town; 2018. Available from: http://hdl.handle.net/11427/27811

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


University of Cape Town

3. Shangase, Thobani Paul. Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading.

Degree: Image, Blast Impact and Survivability Research Unit, 2017, University of Cape Town

 Structures deform at high strain rates and temperatures when exposed to impulsive loads. To accommodate the macro change there are microstructural changes that occur, i.e.,… (more)

Subjects/Keywords: Blast Impact; Blast loading

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APA (6th Edition):

Shangase, T. P. (2017). Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading. (Thesis). University of Cape Town. Retrieved from http://hdl.handle.net/11427/27391

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):

Shangase, Thobani Paul. “Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading.” 2017. Thesis, University of Cape Town. Accessed July 18, 2019. http://hdl.handle.net/11427/27391.

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

MLA Handbook (7th Edition):

Shangase, Thobani Paul. “Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading.” 2017. Web. 18 Jul 2019.

Vancouver:

Shangase TP. Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading. [Internet] [Thesis]. University of Cape Town; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/11427/27391.

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

Council of Science Editors:

Shangase TP. Changes in material characteristics of AISI 430 stainless steel plates subjected to repeated blast loading. [Thesis]. University of Cape Town; 2017. Available from: http://hdl.handle.net/11427/27391

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


Penn State University

4. Argod, Vikas. MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING.

Degree: MS, Mechanical Engineering, 2009, Penn State University

 This work presents a formal approach for optimizing the shape of freely supported isotropic plates to withstand air blast loading. Unique difficulties are presented in… (more)

Subjects/Keywords: Blast Loading; Shape Optimization; MPI

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APA (6th Edition):

Argod, V. (2009). MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9595

Chicago Manual of Style (16th Edition):

Argod, Vikas. “MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING.” 2009. Masters Thesis, Penn State University. Accessed July 18, 2019. https://etda.libraries.psu.edu/catalog/9595.

MLA Handbook (7th Edition):

Argod, Vikas. “MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING.” 2009. Web. 18 Jul 2019.

Vancouver:

Argod V. MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Jul 18]. Available from: https://etda.libraries.psu.edu/catalog/9595.

Council of Science Editors:

Argod V. MPI ENABLED SHAPE OPTIMIZATION OF SOLID ISOTROPIC PLATES TO MITIGATE THE EFFECTS OF AIR BLAST LOADING. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9595


Delft University of Technology

5. Karapanou, A. Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:.

Degree: 2014, Delft University of Technology

 In today’s world, terrorism is an unfortunate reality. Since 9-11, blast design has become a well-sought after design not only for federal and military buildings… (more)

Subjects/Keywords: spider web; cable net facade; blast loading

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APA (6th Edition):

Karapanou, A. (2014). Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:211ee221-a80c-444a-b448-5d62c5f6f987

Chicago Manual of Style (16th Edition):

Karapanou, A. “Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:.” 2014. Masters Thesis, Delft University of Technology. Accessed July 18, 2019. http://resolver.tudelft.nl/uuid:211ee221-a80c-444a-b448-5d62c5f6f987.

MLA Handbook (7th Edition):

Karapanou, A. “Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:.” 2014. Web. 18 Jul 2019.

Vancouver:

Karapanou A. Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Jul 18]. Available from: http://resolver.tudelft.nl/uuid:211ee221-a80c-444a-b448-5d62c5f6f987.

Council of Science Editors:

Karapanou A. Spider web design: “Research and development on the application of spider silk and web typology in the building industry”:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:211ee221-a80c-444a-b448-5d62c5f6f987


Mississippi State University

6. Ehrgott, Jr., John Qua. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.

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

  Detonation of an explosive charge, such as a mine or an improvised explosive device (IED) at the ground surface or buried at shallow depth… (more)

Subjects/Keywords: Airblast and Soil Debrie; Blast Loading; Shallow Buried Charge

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APA (6th Edition):

Ehrgott, Jr., J. Q. (2010). INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. (Doctoral Dissertation). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;

Chicago Manual of Style (16th Edition):

Ehrgott, Jr., John Qua. “INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.” 2010. Doctoral Dissertation, Mississippi State University. Accessed July 18, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;.

MLA Handbook (7th Edition):

Ehrgott, Jr., John Qua. “INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION.” 2010. Web. 18 Jul 2019.

Vancouver:

Ehrgott, Jr. JQ. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. [Internet] [Doctoral dissertation]. Mississippi State University; 2010. [cited 2019 Jul 18]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;.

Council of Science Editors:

Ehrgott, Jr. JQ. INFLUENCE OF SOIL PROPERTIES ON THE ABOVEGROUND BLAST ENVIRONMENT FROM A NEAR-SURFACE DETONATION. [Doctoral Dissertation]. Mississippi State University; 2010. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-09022010-083710/ ;


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 July 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 Jul 2019.

Vancouver:

LUA W. Blast loading on anchorage zones in cable-stayed bridges. [Internet] [Doctoral dissertation]. University of Melbourne; 2015. [cited 2019 Jul 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. Melançon, Christian. Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs .

Degree: 2016, University of Ottawa

 The mitigation of blast hazards on critical reinforced concrete structures has become a major concern in regards to the safety of people and the integrity… (more)

Subjects/Keywords: UHPFRC; High-strength steel; SFRC; Blast resistance; Shockwave loading; Slabs

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APA (6th Edition):

Melançon, C. (2016). Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/34102

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):

Melançon, Christian. “Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs .” 2016. Thesis, University of Ottawa. Accessed July 18, 2019. http://hdl.handle.net/10393/34102.

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

MLA Handbook (7th Edition):

Melançon, Christian. “Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs .” 2016. Web. 18 Jul 2019.

Vancouver:

Melançon C. Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10393/34102.

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

Council of Science Editors:

Melançon C. Effect of High-Performance Concrete and Steel Materials on the Blast Performance of Reinforced Concrete One-Way Slabs . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/34102

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


University of Missouri – Columbia

9. McWilliams, Trevor Ryan. Evaluation of conventional steel stud walls for blast design.

Degree: 2012, University of Missouri – Columbia

 [ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] Cold-formed steel studs exhibit favorable properties of strength and ductility that could provide the toughness… (more)

Subjects/Keywords: cold-formed steel; blast loading; static resistance; track-to-floor anchorage

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APA (6th Edition):

McWilliams, T. R. (2012). Evaluation of conventional steel stud walls for blast design. (Thesis). University of Missouri – Columbia. Retrieved from http://hdl.handle.net/10355/35440

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):

McWilliams, Trevor Ryan. “Evaluation of conventional steel stud walls for blast design.” 2012. Thesis, University of Missouri – Columbia. Accessed July 18, 2019. http://hdl.handle.net/10355/35440.

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

MLA Handbook (7th Edition):

McWilliams, Trevor Ryan. “Evaluation of conventional steel stud walls for blast design.” 2012. Web. 18 Jul 2019.

Vancouver:

McWilliams TR. Evaluation of conventional steel stud walls for blast design. [Internet] [Thesis]. University of Missouri – Columbia; 2012. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10355/35440.

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

Council of Science Editors:

McWilliams TR. Evaluation of conventional steel stud walls for blast design. [Thesis]. University of Missouri – Columbia; 2012. Available from: http://hdl.handle.net/10355/35440

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


University of Windsor

10. Amini, Keivan. Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading.

Degree: MA, Mechanical, Automotive, and Materials Engineering, 2012, University of Windsor

  The study detailed in this thesis focuses on the force/time and energy absorption performances of circular AA6061-T6 aluminum alloy extrusions with the wall thickness… (more)

Subjects/Keywords: AA6061-T6; Aluminum alloy; Blast loading; Crashworthiness; Energy absorption; Eulerian formulation

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APA (6th Edition):

Amini, K. (2012). Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading. (Masters Thesis). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/5370

Chicago Manual of Style (16th Edition):

Amini, Keivan. “Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading.” 2012. Masters Thesis, University of Windsor. Accessed July 18, 2019. https://scholar.uwindsor.ca/etd/5370.

MLA Handbook (7th Edition):

Amini, Keivan. “Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading.” 2012. Web. 18 Jul 2019.

Vancouver:

Amini K. Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading. [Internet] [Masters thesis]. University of Windsor; 2012. [cited 2019 Jul 18]. Available from: https://scholar.uwindsor.ca/etd/5370.

Council of Science Editors:

Amini K. Numerical Investigation into Axial Cutting of AA6061-T6 Circular Extrusions Under Blast Loading. [Masters Thesis]. University of Windsor; 2012. Available from: https://scholar.uwindsor.ca/etd/5370


University of Oxford

11. Schiffer, Andreas. The response of submerged structures to underwater blast.

Degree: PhD, 2013, University of Oxford

 The response of submerged structures subject to loading by underwater blast waves is governed by complex interactions between the moving or deforming structure and the… (more)

Subjects/Keywords: 627; Solid mechanics; Mechanical engineering; fluid-structure interaction; underwater blast; shock waves; finite elements; blast loading; cavitation; shock tube; sandwich plate; blast mitigation; dynamic loading

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APA (6th Edition):

Schiffer, A. (2013). The response of submerged structures to underwater blast. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:4503e2e9-c712-4f8a-a6bb-9986981d56ab ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.581424

Chicago Manual of Style (16th Edition):

Schiffer, Andreas. “The response of submerged structures to underwater blast.” 2013. Doctoral Dissertation, University of Oxford. Accessed July 18, 2019. http://ora.ox.ac.uk/objects/uuid:4503e2e9-c712-4f8a-a6bb-9986981d56ab ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.581424.

MLA Handbook (7th Edition):

Schiffer, Andreas. “The response of submerged structures to underwater blast.” 2013. Web. 18 Jul 2019.

Vancouver:

Schiffer A. The response of submerged structures to underwater blast. [Internet] [Doctoral dissertation]. University of Oxford; 2013. [cited 2019 Jul 18]. Available from: http://ora.ox.ac.uk/objects/uuid:4503e2e9-c712-4f8a-a6bb-9986981d56ab ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.581424.

Council of Science Editors:

Schiffer A. The response of submerged structures to underwater blast. [Doctoral Dissertation]. University of Oxford; 2013. Available from: http://ora.ox.ac.uk/objects/uuid:4503e2e9-c712-4f8a-a6bb-9986981d56ab ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.581424


McMaster University

12. Wybenga, Brent M. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.

Degree: MASc, 2014, McMaster University

The focus of this study is on evaluating the performance of nine, one-third scale, arching, reinforced masonry (RM) walls subjected to blast loads and… (more)

Subjects/Keywords: arching; blast loading; blast scaling; experimental testing; out-of-plane; reinforced masonry; Civil Engineering; Structural Engineering; Civil Engineering

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APA (6th Edition):

Wybenga, B. M. (2014). Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/14135

Chicago Manual of Style (16th Edition):

Wybenga, Brent M. “Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.” 2014. Masters Thesis, McMaster University. Accessed July 18, 2019. http://hdl.handle.net/11375/14135.

MLA Handbook (7th Edition):

Wybenga, Brent M. “Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads.” 2014. Web. 18 Jul 2019.

Vancouver:

Wybenga BM. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. [Internet] [Masters thesis]. McMaster University; 2014. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/11375/14135.

Council of Science Editors:

Wybenga BM. Capacity Quantification of Two-Way Arching Reinforced Masonry Walls under Blast Loads. [Masters Thesis]. McMaster University; 2014. Available from: http://hdl.handle.net/11375/14135


Georgia Tech

13. Gao, Nan. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.

Degree: PhD, Civil and Environmental Engineering, 2017, Georgia Tech

 Shape memory alloys (SMAs) are innovative materials that have great potential in structural engineering because they can provide significant energy dissipation capacity and introduce considerable… (more)

Subjects/Keywords: Intermediate strain rates; Strain rate dependency; High loading rate; Shape memory alloy; Tensile loading tests; Seismic re-centering; Blast protection

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APA (6th Edition):

Gao, N. (2017). Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/59256

Chicago Manual of Style (16th Edition):

Gao, Nan. “Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.” 2017. Doctoral Dissertation, Georgia Tech. Accessed July 18, 2019. http://hdl.handle.net/1853/59256.

MLA Handbook (7th Edition):

Gao, Nan. “Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading.” 2017. Web. 18 Jul 2019.

Vancouver:

Gao N. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. [Internet] [Doctoral dissertation]. Georgia Tech; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/1853/59256.

Council of Science Editors:

Gao N. Experimental methods for evaluating strain rate dependency of shape memory alloy materials under quasistatic and impulsive loading. [Doctoral Dissertation]. Georgia Tech; 2017. Available from: http://hdl.handle.net/1853/59256


University of Ottawa

14. Poulin, Mathieu Michael. Behaviour of Cross-Laminated Timber Subjected to Blast Loading .

Degree: 2019, University of Ottawa

 Heavy timber construction is emerging as a viable alternative to conventional building materials, such as steel and concrete, for mid- and high rise structures. With… (more)

Subjects/Keywords: Cross-laminated timber; Blast Loading; Dynamic Increase Factor; Single-degree-of-freedom

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APA (6th Edition):

Poulin, M. M. (2019). Behaviour of Cross-Laminated Timber Subjected to Blast Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/38671

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):

Poulin, Mathieu Michael. “Behaviour of Cross-Laminated Timber Subjected to Blast Loading .” 2019. Thesis, University of Ottawa. Accessed July 18, 2019. http://hdl.handle.net/10393/38671.

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

MLA Handbook (7th Edition):

Poulin, Mathieu Michael. “Behaviour of Cross-Laminated Timber Subjected to Blast Loading .” 2019. Web. 18 Jul 2019.

Vancouver:

Poulin MM. Behaviour of Cross-Laminated Timber Subjected to Blast Loading . [Internet] [Thesis]. University of Ottawa; 2019. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10393/38671.

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

Council of Science Editors:

Poulin MM. Behaviour of Cross-Laminated Timber Subjected to Blast Loading . [Thesis]. University of Ottawa; 2019. Available from: http://hdl.handle.net/10393/38671

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


University of Notre Dame

15. John Charles Goetz. Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>.

Degree: PhD, Aerospace and Mechanical Engineering, 2013, University of Notre Dame

  Two methods and models are presented to solve the nonlinear wave equation with shock formation using mass, momentum, and energy conservation in multi-layer one-dimensional… (more)

Subjects/Keywords: Finite Difference; Cellular materials; Pulse loading; Shock wave; Method of characteristics; Blast

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APA (6th Edition):

Goetz, J. C. (2013). Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/4b29b566213

Chicago Manual of Style (16th Edition):

Goetz, John Charles. “Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>.” 2013. Doctoral Dissertation, University of Notre Dame. Accessed July 18, 2019. https://curate.nd.edu/show/4b29b566213.

MLA Handbook (7th Edition):

Goetz, John Charles. “Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>.” 2013. Web. 18 Jul 2019.

Vancouver:

Goetz JC. Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2013. [cited 2019 Jul 18]. Available from: https://curate.nd.edu/show/4b29b566213.

Council of Science Editors:

Goetz JC. Analysis and Optimization of Multi-Layered Cellular Systems for Pulse Loading</h1>. [Doctoral Dissertation]. University of Notre Dame; 2013. Available from: https://curate.nd.edu/show/4b29b566213


RMIT University

16. McDonald, B. Characterising material effects in blast protection.

Degree: 2019, RMIT University

 Higher strength grades of modern armour steel have promising applications in the blast protection system of armoured vehicles due to the combination of high strength,… (more)

Subjects/Keywords: Fields of Research; Blast loading; Armour steel; Fracture; Numerical modelling; Mechanical testing

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APA (6th Edition):

McDonald, B. (2019). Characterising material effects in blast protection. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:162744

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):

McDonald, B. “Characterising material effects in blast protection.” 2019. Thesis, RMIT University. Accessed July 18, 2019. http://researchbank.rmit.edu.au/view/rmit:162744.

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

MLA Handbook (7th Edition):

McDonald, B. “Characterising material effects in blast protection.” 2019. Web. 18 Jul 2019.

Vancouver:

McDonald B. Characterising material effects in blast protection. [Internet] [Thesis]. RMIT University; 2019. [cited 2019 Jul 18]. Available from: http://researchbank.rmit.edu.au/view/rmit:162744.

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

Council of Science Editors:

McDonald B. Characterising material effects in blast protection. [Thesis]. RMIT University; 2019. Available from: http://researchbank.rmit.edu.au/view/rmit:162744

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


University of Kentucky

17. Calnan, Joshua. EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING.

Degree: 2013, University of Kentucky

 This thesis recounts the experimental study of the dynamic response of polycarbonate blast resistant glazing systems to explosive loading through the use of triaxial load… (more)

Subjects/Keywords: Polycarbonate; Laminated Glass; Blast Loading; Blast Resistant Glazing System; Dynamic Response; Civil Engineering; Engineering Science and Materials; Mining Engineering; Risk Analysis; Structural Engineering

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APA (6th Edition):

Calnan, J. (2013). EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/mng_etds/2

Chicago Manual of Style (16th Edition):

Calnan, Joshua. “EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING.” 2013. Masters Thesis, University of Kentucky. Accessed July 18, 2019. http://uknowledge.uky.edu/mng_etds/2.

MLA Handbook (7th Edition):

Calnan, Joshua. “EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING.” 2013. Web. 18 Jul 2019.

Vancouver:

Calnan J. EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2019 Jul 18]. Available from: http://uknowledge.uky.edu/mng_etds/2.

Council of Science Editors:

Calnan J. EXPERIMENTAL COMPARISON STUDY OF THE RESPONSE OF POLYCARBONATE AND LAMINATED GLASS BLAST RESISTANT GLAZING SYSTEMS TO BLAST LOADING. [Masters Thesis]. University of Kentucky; 2013. Available from: http://uknowledge.uky.edu/mng_etds/2


University of Ottawa

18. Fan, Jin. Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading .

Degree: 2014, University of Ottawa

 Recent events including deliberate terrorist attacks and accidental explosions have highlighted the need for comprehensive research in the area of structural response to blast loading.… (more)

Subjects/Keywords: blast loading; shock tube; SDOF method; structural response; RC reservoir wall; support condition; one-way bending; two-way bending; reflected pressure; reflected impulse; yield; blast test; displacement; strain

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APA (6th Edition):

Fan, J. (2014). Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/31441

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):

Fan, Jin. “Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading .” 2014. Thesis, University of Ottawa. Accessed July 18, 2019. http://hdl.handle.net/10393/31441.

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

MLA Handbook (7th Edition):

Fan, Jin. “Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading .” 2014. Web. 18 Jul 2019.

Vancouver:

Fan J. Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading . [Internet] [Thesis]. University of Ottawa; 2014. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10393/31441.

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

Council of Science Editors:

Fan J. Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading . [Thesis]. University of Ottawa; 2014. Available from: http://hdl.handle.net/10393/31441

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


Ohio University

19. Gamber, Nathan K. Shallow foundation systems response to blast loading.

Degree: MS, Civil Engineering (Engineering), 2004, Ohio University

Shallow foundation systems response to blast loading. Advisors/Committee Members: Bryson, L. (Advisor).

Subjects/Keywords: Engineering, Civil; Shallow Foundation Systems; System Response; Blast Loading

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APA (6th Edition):

Gamber, N. K. (2004). Shallow foundation systems response to blast loading. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176319209

Chicago Manual of Style (16th Edition):

Gamber, Nathan K. “Shallow foundation systems response to blast loading.” 2004. Masters Thesis, Ohio University. Accessed July 18, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176319209.

MLA Handbook (7th Edition):

Gamber, Nathan K. “Shallow foundation systems response to blast loading.” 2004. Web. 18 Jul 2019.

Vancouver:

Gamber NK. Shallow foundation systems response to blast loading. [Internet] [Masters thesis]. Ohio University; 2004. [cited 2019 Jul 18]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176319209.

Council of Science Editors:

Gamber NK. Shallow foundation systems response to blast loading. [Masters Thesis]. Ohio University; 2004. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1176319209


University of Colorado

20. Hansen, Curt Benjamin. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.

Degree: PhD, Mechanical Engineering, 2016, University of Colorado

  A comprehensive experimental regime was conducted to advance the understanding of the mechanistic phenomena of buried, explosive-induced soil responses using geotechnical centrifuge modeling. To… (more)

Subjects/Keywords: buried blast loading; centrifuge modeling; crater morphology; high-explosives; impulse; soil ejecta rheology; Civil Engineering; Mechanical Engineering

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APA (6th Edition):

Hansen, C. B. (2016). Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. (Doctoral Dissertation). University of Colorado. Retrieved from https://scholar.colorado.edu/mcen_gradetds/146

Chicago Manual of Style (16th Edition):

Hansen, Curt Benjamin. “Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.” 2016. Doctoral Dissertation, University of Colorado. Accessed July 18, 2019. https://scholar.colorado.edu/mcen_gradetds/146.

MLA Handbook (7th Edition):

Hansen, Curt Benjamin. “Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling.” 2016. Web. 18 Jul 2019.

Vancouver:

Hansen CB. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. [Internet] [Doctoral dissertation]. University of Colorado; 2016. [cited 2019 Jul 18]. Available from: https://scholar.colorado.edu/mcen_gradetds/146.

Council of Science Editors:

Hansen CB. Buried Explosive-Induced Blast Characterization by Geotechnical Centrifuge Modeling. [Doctoral Dissertation]. University of Colorado; 2016. Available from: https://scholar.colorado.edu/mcen_gradetds/146

21. Zhang, Fangrui. Dynamic analysis of steel confined concrete tubular columns against blast loads.

Degree: 2017, University of Adelaide

 The use of composite construction has drawn more and more attention in recent decades. This thesis contains a number of journal articles which aim to… (more)

Subjects/Keywords: CFDST; UHPC; blast loading; Research by Publication

…infilled with UHPC under close-range blast loading. International Journal of Impact Engineering… …of CFDST columns infilled with UHPFRC after close-range blast loading. Thin-Walled… …columns under blast loading. Journal of Performance of Constructed Facilities, 29, B4015002… …Numerical simulation of concrete filled steel tube columns against BLAST loads. Thin-Walled… …Experimental and numerical study of blast resistance of square CFDST columns with steel-fibre… 

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APA (6th Edition):

Zhang, F. (2017). Dynamic analysis of steel confined concrete tubular columns against blast loads. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/104727

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, Fangrui. “Dynamic analysis of steel confined concrete tubular columns against blast loads.” 2017. Thesis, University of Adelaide. Accessed July 18, 2019. http://hdl.handle.net/2440/104727.

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

MLA Handbook (7th Edition):

Zhang, Fangrui. “Dynamic analysis of steel confined concrete tubular columns against blast loads.” 2017. Web. 18 Jul 2019.

Vancouver:

Zhang F. Dynamic analysis of steel confined concrete tubular columns against blast loads. [Internet] [Thesis]. University of Adelaide; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/2440/104727.

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

Council of Science Editors:

Zhang F. Dynamic analysis of steel confined concrete tubular columns against blast loads. [Thesis]. University of Adelaide; 2017. Available from: http://hdl.handle.net/2440/104727

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


KTH

22. 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 July 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 Jul 2019.

Vancouver:

Kamali AZ. Shear Strength of Reinforced Concrete Beams subjected to Blast Loading : Non-linear Dynamic Analysis. [Internet] [Thesis]. KTH; 2012. [cited 2019 Jul 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


University of Adelaide

23. Xu, Juechun. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.

Degree: 2016, University of Adelaide

 The understanding of different failure modes of reinforced concrete members is essential in the blast analysis and design of civil and defence structures. Normal concrete… (more)

Subjects/Keywords: blast loading; direct shear; P-I diagram; reinforced concrete; shear transfet; ultra high performance fibre reinforced concrete; finite element

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APA (6th Edition):

Xu, J. (2016). Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/119514

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):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Thesis, University of Adelaide. Accessed July 18, 2019. http://hdl.handle.net/2440/119514.

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

MLA Handbook (7th Edition):

Xu, Juechun. “Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members.” 2016. Web. 18 Jul 2019.

Vancouver:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/2440/119514.

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

Council of Science Editors:

Xu J. Blast analysis of normal concrete, high strength concrete and ultra-high performance concrete members. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/119514

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


University of Canterbury

24. Chase, J.G. Spectral analysis of semi-actively controlled structures subjected to blast loading.

Degree: Civil and Natural Resources Engineering; University of Canterbury. Mechanical Engineering, 2009, University of Canterbury

 This paper investigates the possibility of controlling the response of typical portal frame structures to blast loading using a combination of semi-active and passive control… (more)

Subjects/Keywords: structural control; semi-active device; blast loading; momentum; free vibration; shear stress; peak displacement; permanent deflection.; Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineering

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APA (6th Edition):

Chase, J. G. (2009). Spectral analysis of semi-actively controlled structures subjected to blast loading. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/3626

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):

Chase, J G. “Spectral analysis of semi-actively controlled structures subjected to blast loading.” 2009. Thesis, University of Canterbury. Accessed July 18, 2019. http://hdl.handle.net/10092/3626.

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

MLA Handbook (7th Edition):

Chase, J G. “Spectral analysis of semi-actively controlled structures subjected to blast loading.” 2009. Web. 18 Jul 2019.

Vancouver:

Chase JG. Spectral analysis of semi-actively controlled structures subjected to blast loading. [Internet] [Thesis]. University of Canterbury; 2009. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10092/3626.

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

Council of Science Editors:

Chase JG. Spectral analysis of semi-actively controlled structures subjected to blast loading. [Thesis]. University of Canterbury; 2009. Available from: http://hdl.handle.net/10092/3626

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


University of Cambridge

25. Goel, Ashish. Dynamic loading of structures by high speed granular media.

Degree: PhD, 2018, University of Cambridge

 This thesis analyses the impact of granular aggregates with structures using experiments and numerical simulations. Original contributions include an insight into multiple factors affecting the… (more)

Subjects/Keywords: Granular impact; Sand blast; Fluid-Structure Interaction; Target loading; Structural damage; Discrete element method; Discrete particle method; Landmines; Particle shape; Particle fracture; Granular aggregates

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APA (6th Edition):

Goel, A. (2018). Dynamic loading of structures by high speed granular media. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/277444 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744966

Chicago Manual of Style (16th Edition):

Goel, Ashish. “Dynamic loading of structures by high speed granular media.” 2018. Doctoral Dissertation, University of Cambridge. Accessed July 18, 2019. https://www.repository.cam.ac.uk/handle/1810/277444 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744966.

MLA Handbook (7th Edition):

Goel, Ashish. “Dynamic loading of structures by high speed granular media.” 2018. Web. 18 Jul 2019.

Vancouver:

Goel A. Dynamic loading of structures by high speed granular media. [Internet] [Doctoral dissertation]. University of Cambridge; 2018. [cited 2019 Jul 18]. Available from: https://www.repository.cam.ac.uk/handle/1810/277444 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744966.

Council of Science Editors:

Goel A. Dynamic loading of structures by high speed granular media. [Doctoral Dissertation]. University of Cambridge; 2018. Available from: https://www.repository.cam.ac.uk/handle/1810/277444 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.744966


McMaster University

26. ElMohandes, Fady. Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading.

Degree: MASc, 2008, McMaster University

This study deals with a method of analysis and the associated computer program that can capture the full nonlinear response of twodimensional reinforced concrete… (more)

Subjects/Keywords: civil engineering; nonlinear dynamic analysis; reinforced concrete; steel plane frames; blast loading

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APA (6th Edition):

ElMohandes, F. (2008). Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/18979

Chicago Manual of Style (16th Edition):

ElMohandes, Fady. “Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading.” 2008. Masters Thesis, McMaster University. Accessed July 18, 2019. http://hdl.handle.net/11375/18979.

MLA Handbook (7th Edition):

ElMohandes, Fady. “Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading.” 2008. Web. 18 Jul 2019.

Vancouver:

ElMohandes F. Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading. [Internet] [Masters thesis]. McMaster University; 2008. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/11375/18979.

Council of Science Editors:

ElMohandes F. Nonlinear Dynamic Analysis of Reinforced Concrete and Steel Plane Frames under Blast Loading. [Masters Thesis]. McMaster University; 2008. Available from: http://hdl.handle.net/11375/18979


University of Ottawa

27. Lacroix, Daniel Normand. Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading .

Degree: 2017, University of Ottawa

 The advancement in manufacturing technologies to produce high-performing engineered wood products (EWP) has allowed wood to be utilized beyond the traditional low-rise light-frame structures and… (more)

Subjects/Keywords: glulam; engineered wood products; high strain-rates; beams; columns; material model; FRP retrofit; dynamic increase factors; axial load; combined axial and out-of-plane blast loading

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APA (6th Edition):

Lacroix, D. N. (2017). Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/36759

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):

Lacroix, Daniel Normand. “Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading .” 2017. Thesis, University of Ottawa. Accessed July 18, 2019. http://hdl.handle.net/10393/36759.

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

MLA Handbook (7th Edition):

Lacroix, Daniel Normand. “Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading .” 2017. Web. 18 Jul 2019.

Vancouver:

Lacroix DN. Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10393/36759.

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

Council of Science Editors:

Lacroix DN. Investigating the Behaviour of Glulam Beams and Columns Subjected to Simulated Blast Loading . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/36759

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

28. Van Dam, Sam. Experimental analysis of the post-fracture response of laminated glass under impact and blast loading.

Degree: 2017, Ghent University

Subjects/Keywords: Technology and Engineering; laminated glass impact blast experiments dynamic loading

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APA (6th Edition):

Van Dam, S. (2017). Experimental analysis of the post-fracture response of laminated glass under impact and blast loading. (Thesis). Ghent University. Retrieved from http://hdl.handle.net/1854/LU-8540119

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):

Van Dam, Sam. “Experimental analysis of the post-fracture response of laminated glass under impact and blast loading.” 2017. Thesis, Ghent University. Accessed July 18, 2019. http://hdl.handle.net/1854/LU-8540119.

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

MLA Handbook (7th Edition):

Van Dam, Sam. “Experimental analysis of the post-fracture response of laminated glass under impact and blast loading.” 2017. Web. 18 Jul 2019.

Vancouver:

Van Dam S. Experimental analysis of the post-fracture response of laminated glass under impact and blast loading. [Internet] [Thesis]. Ghent University; 2017. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/1854/LU-8540119.

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

Council of Science Editors:

Van Dam S. Experimental analysis of the post-fracture response of laminated glass under impact and blast loading. [Thesis]. Ghent University; 2017. Available from: http://hdl.handle.net/1854/LU-8540119

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


Virginia Tech

29. Chun, Sangeon. Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading.

Degree: PhD, Aerospace and Ocean Engineering, 2004, Virginia Tech

 Recently, numerous flexible structures have been employed in various fields of industry. Loading conditions sustained by these flexible structures are often not described well enough… (more)

Subjects/Keywords: Fluid-Structure Interaction; Computational Fluid Dynamics; Blast Wave Propagation; Membrane Analysis; Blast Loading; Finite Element Analysis

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

APA (6th Edition):

Chun, S. (2004). Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29849

Chicago Manual of Style (16th Edition):

Chun, Sangeon. “Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading.” 2004. Doctoral Dissertation, Virginia Tech. Accessed July 18, 2019. http://hdl.handle.net/10919/29849.

MLA Handbook (7th Edition):

Chun, Sangeon. “Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading.” 2004. Web. 18 Jul 2019.

Vancouver:

Chun S. Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading. [Internet] [Doctoral dissertation]. Virginia Tech; 2004. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/10919/29849.

Council of Science Editors:

Chun S. Nonlinear Fluid-Structure Interaction in a Flexible Shelter under Blast Loading. [Doctoral Dissertation]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/29849


Universidade do Minho

30. Pereira, João Miguel. Security evaluation and design of structures subjected to blast loading .

Degree: 2014, Universidade do Minho

 The work presented in this thesis was developed at the Department of Civil Engineering of University of Minho. This work involves experimental and numerical campaigns… (more)

Subjects/Keywords: Blast loading; Dynamic response; FE modelling; LS-DYNA; Masonry; Impact; Drop weight; Strain rate; DIF; Infill walls; Out-of-plane loading; WBWG; Risk assessment; COUNTERACT; Structural security; ABAQUS; Alvenaria; Impacto; Torre de queda; FID; Paredes de enchimento; Carregamento fora do plano; Avaliação de risco; Segurança estrutural; Explosões; Resposta dinâmica; Elementos finitos

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

APA (6th Edition):

Pereira, J. M. (2014). Security evaluation and design of structures subjected to blast loading . (Doctoral Dissertation). Universidade do Minho. Retrieved from http://hdl.handle.net/1822/34699

Chicago Manual of Style (16th Edition):

Pereira, João Miguel. “Security evaluation and design of structures subjected to blast loading .” 2014. Doctoral Dissertation, Universidade do Minho. Accessed July 18, 2019. http://hdl.handle.net/1822/34699.

MLA Handbook (7th Edition):

Pereira, João Miguel. “Security evaluation and design of structures subjected to blast loading .” 2014. Web. 18 Jul 2019.

Vancouver:

Pereira JM. Security evaluation and design of structures subjected to blast loading . [Internet] [Doctoral dissertation]. Universidade do Minho; 2014. [cited 2019 Jul 18]. Available from: http://hdl.handle.net/1822/34699.

Council of Science Editors:

Pereira JM. Security evaluation and design of structures subjected to blast loading . [Doctoral Dissertation]. Universidade do Minho; 2014. Available from: http://hdl.handle.net/1822/34699

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