Effect of Surface Blast on Multistory Buildings
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of Performance of Constructed Facilities
Volume 34, Issue 2
Abstract
A surface explosion imparts both the air pressure and ground acceleration on structures. Very little literature is available on the effect of a surface blast on structures, especially for multistory buildings. In the present study, the effect of a surface blast on multistory buildings of different heights is extensively investigated by considering the action of the air pressure and ground acceleration separately and both acting simultaneously. For this purpose, four seismically designed reinforced concrete buildings with different heights and fundamental periods are considered. The parameters varied are the standoff distance and charge weight. Responses of the buildings are obtained by the nonlinear time history analysis (NTHA) for the time histories of the air pressure and ground acceleration. The results show that the relative effects of air pressure and ground shock on the buildings depend upon the height of the building and standoff distance. For low-rise buildings, responses are governed by the air pressure effect, whereas for taller buildings, they are governed by the ground shock effect.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
References
ASCE/SEI (Structural Engineering Institute). 2002. Minimum design loads for buildings and other structures. ASCE 7. Reston, VA: ASCE/SEI.
Bureau of Indian Standards. 2002. Criteria for earthquake resistant design of structures. IS 1893-Part 1. New Delhi, India: Bureau of Indian Standards.
Carvalho, E. M. L., and R. C. Battista. 2003. “Blast-induced vibrations in urban residential buildings.” Proc. Inst. Civ. Eng. Struct. Build. 156 (3): 243–253. https://doi.org/10.1680/stbu.2003.156.3.243.
CEN (European Committee for Standardization). 2006. Actions on structures. Part 1-7: General actions—Accidental actions Eurocode. Eurocode 1, EN 1991-1-7. Brussels, Belgium: CEN.
Cormie, D., G. Mays, and P. Smith. 2009. Blast effects on buildings. London: Thomas Telford.
DoD (Department of Defense). 2008. Structures to resist the effects of accidental explosions. UFC 3-340-02. Washington, DC: DoD.
DoD (Department of Defense). 2016. Design of buildings to resist progressive collapse. UFC 4-023-03. Washington, DC: DoD.
Dusenberry, D. O. 2010. Handbook for blast-resistant design of buildings. Hoboken, NJ: Wiley.
Goel, M. D., V. A. Matsagar, A. K. Gupta, and S. Marburg. 2012. “An abridged review of blast wave parameters.” Defence Sci. J. 62 (5): 300–306. https://doi.org/10.14429/dsj.62.1149.
GSA (General Services Administration). 2003. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC: GSA.
Hao, H., and C. Wu. 2005. “Numerical study of characteristics of underground blast induced surface ground motion and their effect on above-ground structures. Part II: Effects on structural responses.” Soil Dyn. Earthquake Eng. 25 (1): 39–53. https://doi.org/10.1016/j.soildyn.2004.08.002.
Helmy, H., H. Salem, and S. Mourad. 2012. “Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method.” Eng. Struct. 42 (Sep): 127–141. https://doi.org/10.1016/j.engstruct.2012.03.058.
Lu, Y., and Z. Wang. 2006. “Characterization of structural effects from above-ground explosion using coupled numerical simulation.” Comput. Struct. 84 (28): 1729–1742. https://doi.org/10.1016/j.compstruc.2006.05.002.
Majidi, L., N. Usefi, and R. Abbasnia. 2018. “Numerical study of RC beams under various loading rates with LS-DYNA.” J. Cent. S. Univ. 25 (5): 1226–1239. https://doi.org/10.1007/s11771-018-3820-x.
Mohajeri Nav, F., R. Abbasnia, O. Rashidian, and N. Usefi. 2016. “Theoretical resistance of RC frames under the column removal scenario considering high strain rates.” J. Perform. Constr. Facil. 30 (5): 04016025. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000867.
Ngo, T., P. Mendis, A. Gupta, and J. Ramsay. 2007. “Blast loading and blast effects on structures—An overview.” Supplement, Electron. J. Struct. Eng. 7 (S1): 76–91.
NISTIR (National Institute of Standards and Technology Interagency/Internal Report). 2007. Best practices for reducing the potential for progressive collapse in buildings. Gaithersburg, MD: NIST.
Qian, K., and B. Li. 2017. “Effects of masonry infill wall on the performance of RC frames to resist progressive collapse.” J. Struct. Eng. 143 (9): 04017118. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001860.
Shayanfar, M. A., and M. M. Javidan. 2017. “Progressive collapse-resisting mechanisms and robustness of RC frame–shear wall structures.” J. Perform. Constr. Facil. 31 (5): 04017045. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001012.
Shi, Y., Z. Li, and H. Hao. 2010. “A new method for progressive collapse analysis of RC frames under blast loading.” Eng. Struct. 32 (6): 1691–1703. https://doi.org/10.1016/j.engstruct.2010.02.017.
Tsai, M. H., and B. H. Lin. 2008. “Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure.” Eng. Struct. 30 (12): 3619–3628. https://doi.org/10.1016/j.engstruct.2008.05.031.
Wu, C., and H. Hao. 2005. “Modeling of simultaneous ground shock and airblast pressure on nearby structures from surface explosions.” Int. J. Impact Eng. 31 (6): 699–717. https://doi.org/10.1016/j.ijimpeng.2004.03.002.
Wu, C., and H. Hao. 2007a. “Numerical simulation of structural response and damage to simultaneous ground shock and airblast loads.” Int. J. Impact Eng. 34 (3): 556–572. https://doi.org/10.1016/j.ijimpeng.2005.11.003.
Wu, C., and H. Hao. 2007b. “Safe scaled distance for masonry infilled RC frame structures subjected to airblast loads.” J. Perform. Constr. Facil. 21 (Dec): 422–431. https://doi.org/10.1061/(ASCE)0887-3828(2007)21:6(422).
Wu, C., H. Hao, and Y. Lu. 2005. “Dynamic response and damage analysis of masonry structures and masonry infilled RC frames to blast ground motion.” Eng. Struct. 27 (3): 323–333. https://doi.org/10.1016/j.engstruct.2004.10.004.
Zhou, H., Y. Zhang, F. Fu, and J. Wu. 2018. “Progressive collapse analysis of reticulated shell structure under severe earthquake loading considering the damage accumulation effect.” J. Perform. Constr. Facil. 32 (2): 04018004. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001129.
Information & Authors
Information
Published In
Copyright
©2020 American Society of Civil Engineers.
History
Received: May 8, 2019
Accepted: Sep 30, 2019
Published online: Feb 11, 2020
Published in print: Apr 1, 2020
Discussion open until: Jul 11, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.