Auswahl der wissenschaftlichen Literatur zum Thema „Blast retrofit“
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Zeitschriftenartikel zum Thema "Blast retrofit":
Figuli, Lucia, und Daniela Štaffenova. „Practical Aspect of Methods Used for Blast Protection“. Key Engineering Materials 755 (September 2017): 139–46. http://dx.doi.org/10.4028/www.scientific.net/kem.755.139.
King, Kim W., Johnny H. Wawclawczyk und Cem Ozbey. „Retrofit strategies to protect structures from blast loadingThis article is one of a selection of papers published in the Special Issue on Blast Engineering.“ Canadian Journal of Civil Engineering 36, Nr. 8 (August 2009): 1345–55. http://dx.doi.org/10.1139/l08-058.
Iqbal, N., M. Tripathi, S. Parthasarathy, D. Kumar und P. K. Roy. „Polyurea coatings for enhanced blast-mitigation: a review“. RSC Advances 6, Nr. 111 (2016): 109706–17. http://dx.doi.org/10.1039/c6ra23866a.
Lin, Lorraine H., Eve Hinman, Hollice F. Stone und Allison M. Roberts. „Survey of Window Retrofit Solutions for Blast Mitigation“. Journal of Performance of Constructed Facilities 18, Nr. 2 (Mai 2004): 86–94. http://dx.doi.org/10.1061/(asce)0887-3828(2004)18:2(86).
Mendonça, Fausto Batista, Girum Solomon Urgessa, Rita Lazzarini Dutra, Rene Francisco Boschi Gonçalves, Koshun Iha und José Atílio Fritz Fidel Rocco. „EPS foam blast attenuation in full-scale field test of reinforced concrete slabs“. Acta Scientiarum. Technology 42 (03.10.2019): e40020. http://dx.doi.org/10.4025/actascitechnol.v42i1.40020.
Hadden, David, Roger Cleave und Kai Fischer. „BlastWall: An Integrated Wall and Window Retrofit System“. Applied Mechanics and Materials 82 (Juli 2011): 473–78. http://dx.doi.org/10.4028/www.scientific.net/amm.82.473.
Winget, David, Eric Williamson, Kirk Marchand und Joseph Gannon. „Recommendations for Blast Design and Retrofit of Typical Highway Bridges“. Transportation Research Record: Journal of the Transportation Research Board 11s (Januar 2005): 1–8. http://dx.doi.org/10.3141/trr.11s.464361685g144j74.
Mostafa, A., A. Salem, M. Wahab und S. Mazek. „Blast Mitigation using Polyurethane Foam to Retrofit Fortified Sandwich Structures“. International Conference on Civil and Architecture Engineering 8, Nr. 8 (01.05.2010): 1–17. http://dx.doi.org/10.21608/iccae.2010.44409.
Lukić, Sanja, und Hrvoje Draganić. „Blast Loaded Columns—State of the Art Review“. Applied Sciences 11, Nr. 17 (28.08.2021): 7980. http://dx.doi.org/10.3390/app11177980.
Gagnet, Eric M., John M. Hoemann und James S. Davidson. „Blast resistance of membrane retrofit unreinforced masonry walls with flexible connections“. International Journal of Protective Structures 8, Nr. 4 (15.09.2017): 539–59. http://dx.doi.org/10.1177/2041419617729897.
Dissertationen zum Thema "Blast retrofit":
Lloyd, Alan Eric Walker. „Blast Retrofit of Reinforced Concrete Columns“. Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32389.
Jacques, Eric. „Blast Retrofit of Reinforced Concrete Walls and Slabs“. Thesis, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/19802.
Fitzmaurice, Silas James. „Blast retrofit design of CMU walls using polymer sheets“. Diss., Columbia, Mo. : University of Missouri-Columbia, 2006. http://hdl.handle.net/10355/4569.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on April 17, 2009) Includes bibliographical references.
Gandia, Jordan. „Blast Retrofit of Unreinforced Masonry Walls Using ECC Shotcrete“. Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/39070.
Kennedy, John Anthony. „Analytical and experimental evaluation of steel sheets for blast retrofit design“. Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/5849.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (January 24, 2007) Includes bibliographical references.
Jung, Hyunchul. „Blast Retrofit of Unreinforced Masonry Walls Using Fabric Reinforced Cementitious Matrix (FRCM) Composites“. Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40530.
Chavan, Harshal. „Experimental and Analytical Investigation of Steel Hardened Curtain Wall Mullions“. Thesis, Université d'Ottawa / University of Ottawa, 2021. http://hdl.handle.net/10393/42311.
Abbott, Galvão Sobreira Lopes Isabel. „The design and retrofit of buildings for resistance to blast-induced progressive collapse“. Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/50625.
Includes bibliographical references (leaf 44).
In recent years, concern has risen drastically regarding the suitability of structural design for blast resistance. Historic events have proven that buildings that are designed in compliance with conventional building codes are not necessarily able to resist extreme loads, particularly blast loads. While significant progress has been made towards the development of design guidelines for federal buildings according to threat level, comprehensive codes have not yet been devised for blast hardening of non-federal buildings. One of the most important considerations in the strength-based design of buildings is adequate protection against progressive collapse in any unforeseen event. In the past, this has been achieved to a limited extent through exterior barriers, which help thwart efforts to directly impact the building, and thus minimize damage. With the emergence of structural design for blast resistance, methodologies to inhibit progressive collapse can expand to not only comprise exterior components, but also the structural components themselves. This thesis outlines potential structural and architectural techniques to design and retrofit buildings for resistance to blast impact loads as well as progressive collapse. These considerations are then applied to the study of two well-known blast events, the 1995 bombing of the Alfred P. Murrah Building in Oklahoma, and the 2001 attack on the Pentagon. A comparison of the two cases reveals that the redundant and ductile design of the Pentagon provided considerable resistance to impact loads, and contributed greatly to impeding the onset of progressive collapse.
(cont.) Several blast-resistant features found in the Pentagon were not present in the design of the Murrah Building, thereby increasing the vulnerability of the structure to damage and collapse. The development of design codes and guidelines for blast resistance presents a number of challenges. These challenges generally arise from the erratic nature of blast loads and the difficulty in standardizing design procedures for variable levels of threat. While it may be difficult to implement general guidelines and codes for blast resistance, existing knowledge of blast hardening techniques can be applied to the design of buildings on a risk-based, case-by-case basis.
by Isabel Abbott Galvão Sobreira Lopes.
M.Eng.
Hrynyk, Trevor D. „Static evaluation of the out-of-plane behavior of URM infill walls utilizing modern blast retrofit systems“. Diss., Rolla, Mo. : University of Missouri-Rolla, 2007. http://scholarsmine.umr.edu/thesis/pdf/Hrynyk_09007dcc803bc4ce.pdf.
Vita. The entire thesis text is included in file. Title from title screen of thesis/dissertation PDF file (viewed December 4, 2007) Includes bibliographical references (p. 184-186).
Ciornei, Laura. „Performance of Polyurea Retrofitted Unreinforced Concrete Masonry Walls Under Blast Loading“. Thèse, Université d'Ottawa / University of Ottawa, 2012. http://hdl.handle.net/10393/23180.
Buchteile zum Thema "Blast retrofit":
„Masonry Retrofit Design Example“. In Design of Blast-Resistant Buildings in Petrochemical Facilities, 263–75. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784410882.ch13.
Mendonça, Fausto B., und Girum S. Urgessa. „Pre-Test and Analysis of a Reinforced Concrete Slab Subjected to Blast From a Non-Confined Explosive“. In Energetic Materials Research, Applications, and New Technologies, 272–87. IGI Global, 2018. http://dx.doi.org/10.4018/978-1-5225-2903-3.ch013.
Konferenzberichte zum Thema "Blast retrofit":
Wesevich, J. W., und E. M. Gasulla. „Blast Hardened Retrofit Details for Petrochemical Buildings“. In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)175.
Salim, Hani A., Robert J. Dinan und John Kennedy. „Blast-Retrofit of CMU Walls Using Steel Sheets“. In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)23.
Crawford, John E., Kenneth B. Morrill, Joseph M. Magallanes und Youcai Wu. „Retrofit of Masonry Walls to Enhance Their Blast Resistance“. In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)92.
Sari, Ali, Mark Whitney und Walt Sawruk. „Blast Analysis and Retrofit of Structures in Industrial Facilities“. In Structures Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)229.
Hutchinson, T. C., K. N. Nicolaisen und K. B. Morrill. „Blast Retrofit Strategies For Masonry Walls: Exploratory Experimental Study“. In Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)19.
Williamson, Eric B., und Kirk A. Marchand. „Recommendations for Blast-Resistant Design and Retrofit of Typical Highway Bridges“. In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)176.
Marchand, K., C. Davis, E. Conrath, P. Votruba-Drzal, E. Millero und G. Yakulis. „Structural retrofit of glazing systems with polymer materials for blast resistance“. In SUSI 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/su100161.
Moradi, Lee, James Davidson und Robert Dinan. „Resistance Definition for Membrane Retrofit Concrete Masonry Walls Subjected to Blast“. In Structures Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)136.
Weaver, M. K., G. D. Wight, J. M. Magallanes und J. E. Crawford. „Comparing Blast-Resistant Concrete Column Retrofit Materials from a Cost Perspective“. In International Conference on Sustainable Design, Engineering, and Construction 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412688.093.
Morrill, K. B., L. J. Malvar, J. E. Crawford und J. M. Ferritto. „Blast Resistant Design and Retrofit of Reinforced Concrete Columns and Walls“. In Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)154.
Berichte der Organisationen zum Thema "Blast retrofit":
Anderson, Mark, und Dov Dover. Lightweight, Blast-Resistant Doors for Retrofit Protection Against the Terrorist Threat. Fort Belvoir, VA: Defense Technical Information Center, Februar 2003. http://dx.doi.org/10.21236/ada419496.
Anderson, Mark, und Dov Dover. Sealed, Blast-Resistant Windows for Retrofit Protection Against the Terrorist Threat. Fort Belvoir, VA: Defense Technical Information Center, Februar 2003. http://dx.doi.org/10.21236/ada419497.