Performance of masonry heritage building under air-blast pressure without and with ground shock

References

• ABAQUS/CAE. 2017. Concrete Damaged Plasticity, Explicit Dynamic Analysis, Three Dimensional Solid Element Library. ABAQUS DS-SIMULIA User’s Assistance Guide, Dassault Systemes, Velizy-Villacoublay, France.
   Google Scholar
• Ahmad, S., A. Elahi, H. Pervaiz, A. G. Rahman, and S. Barbhuiya. 2014. “Experimental Study of Masonry Wall Exposed to Blast Loading.” Materiales de Construccion 64 (313): 1–11.
   Web of Science ®Google Scholar
• Ambraseys, N. R., and A. J. Hendron. 1968. Dynamic Behaviour of Rock Masses. Wiley, London: Rock Mechanics in Engineering Practices.
   Google Scholar
• Bureau of Indian Standards (BIS). 1968. IS 4991(1968), Criteria for Blast Resistant Design of Structures for Explosions above Ground,New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (BIS). 1973. IS 6922(1973), Criteria for Safety and Design of Structures Subject to Underground Blasts, New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (BIS). 1987. IS 1905(1987) Indian Standard Code of Practice for Structural Use of Unreinforced Masonry, New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (BIS). 1991. SP 20 (1991), Handbook on Masonry Design and Construction, New Delhi, India.
   Google Scholar
• Bureau of Indian Standards (BIS). 2016. IS 1893(2016) Part-1, Criteria for Earthquake Resistant Design of Structures, New Delhi, India.
   Google Scholar
• Ding, C., T. Ngo, A. Ghazlan, R. Lumantarna, and P. Mendis. 2015. “Numerical Simulation of Structural Responses to a Far-field Explosion.” Australian Journal of Structural Engineering 16 (3): 226–236.
   Web of Science ®Google Scholar
• Duvall, I. W., and E. D. Fogelson. 1962. Review of Criteria for Estimating Damage to Residences from Blasting Vibrations. Washington: U. S. Department of the Interior, Bureau of Mines.
   Google Scholar
• Gad, F. E., L. J. Wilson, J. A. Moore, and B. A. Richards. 2005. “Effects of Mine Blasting on Residential Structures.” Journal of Performance of Constructed Facilities, ASCE 19 (3): 222–228. doi:10.1061/(ASCE)0887-3828(2005)19:3(222).
   Web of Science ®Google Scholar
• Goel, D. M., and A. V. Matsagar. 2014. “Blast-resistant Design of Structures.” Practice Periodical on Structural Design and Construction 19 (2): 04014007.
   Google Scholar
• Hafezolghorani, M., F. Hejazi, R. Vaghei, B. S. M. Jaafar, and K. Karimzade. 2017. “Simplied Design Plasticity Model for Concrete.” Structural Engineering International 27 (1): 68–78. doi:10.2749/101686616X1081.
   Web of Science ®Google Scholar
• Hao, H. 2009. “Numerical Modelling of Masonry Wall Response to Blast Loads.” Australian Journal of Structural Engineering 10 (1): 37–52. doi:10.1080/13287982.2009.11465031.
   Web of Science ®Google Scholar
• Hao, H., Y. Hao, J. Li, and W. Chen. 2016. “Review of the Current Practices in Blast-resistant Analysis and Design of Concrete Structures.” Advances in Structural Engineering 19 (8): 1193–1223. doi:10.1177/1369433216656430.
   Web of Science ®Google Scholar
• Hao, H., and C. Wu. 2001. “Scaled-distance Relationships for Chamber Blast Accidents in Underground Storage of Explosives.” Fragblast: International Journal for Blasting and Fragmentation 5 (1–2): 57–90. doi:10.1076/frag.5.1.57.3313.
   Google Scholar
• Heath, J. D., L. J. Wilson, and F. E. Gad. 2015. “Acceleration-displacement Response Spectrum Vibration Limits for Blast Vibrations.” Australian Journal of Structural Engineering 16 (1): 1–16.
   Web of Science ®Google Scholar
• Henrych, J., and M. Rudolph. 1979. The Dynamics of Explosion and Its Use. Amsterdam: Elsevier.
   Google Scholar
• Jayasinghe, B., Z. Zhao, T. G. A. Chee, H. Zhou, and Y. Gui. 2019. “Attenuation of Rock Blasting Induced Ground Vibration in Rock-soil Interface.” Journal of Rock Mechanics and Geotechnical Engineering 11 (4): 770–778. doi:10.1016/j.jrmge.2018.12.009.
   Web of Science ®Google Scholar
• Joint Department of the Army, the Navy and the Air Force. 1990. TM 5-1330(1990), Structures to Resist the Effects of Accidental Explosions. Alexandria, Virginia: Department of Defence Explosives Safety Board.
   Google Scholar
• Jordan, W. J., J. D. Sutcliffe, and A. J. Mullard. 2009. “Blast Vibration Effects on Historical Buildings.” Australian Journal of Structural Engineering 10 (1): 75–84. doi:10.1080/13287982.2009.11465034.
   Google Scholar
• Kahriman, A. 2004. “Analysis of Parameters of Ground Vibration Produced from Bench Blasting at a Limestone Quarry.” Soil Dynamics and Earthquake Engineering 24 (11): 887–892. doi:10.1016/j.soildyn.2004.06.018.
   Web of Science ®Google Scholar
• Khandelwal, M., and N. T. Singh. 2009. “Prediction of Blast-induced Ground Vibration Using Artificial Neural Network.” International Journal of Rock Mechanics and Mining Sciences 46 (7): 1214–1222. doi:10.1016/j.ijrmms.2009.03.004.
   Web of Science ®Google Scholar
• Kumar, R., D. Choudhury, and K. Bhargava. 2016. “Determination of Blast-induced Ground Vibration Equations for Rocks Using Mechanical and Geological Properties.” Journal of Rock Mechanics and Geotechnical Engineering 8 (3): 341–349. doi:10.1016/j.jrmge.2015.10.009.
   Web of Science ®Google Scholar
• Langefors, U., and B. Kihlstrom. 1978. The Modern Technique of Rock Blasting. 3rd ed. New York, U.S.A: Halsted Press, John Wiley & Sons.
   Google Scholar
• Langefors, U., B. Kihlstrom, and H. Westerburg. 1958. “Ground Vibrations in Blasting.” Water Power 335–338.
   Google Scholar
• Lee, J., and L. G. Fenves. 1998. “Plastic-damage Model for Cyclic Loading of Concrete Structures.” Journal of Engineering Mechanics, ASCE 124 (8): 892–900. doi:10.1061/(ASCE)0733-9399(1998)124:8(892).
   Web of Science ®Google Scholar
• Lubliner, J., J. Oliver, S. Oller, and E. Onate. 1989. “A Plastic-damage Model for Concrete.” International Journal of Solids and Structures, Elsevier 25 (3): 299–326. doi:10.1016/0020-7683(89)90050-4.
   Web of Science ®Google Scholar
• Masia, M. J., G. Simundic, and A. W. Page. 2012. “Assessment of the AS3700 Relationship between Shear Bond Strength and Flexural Tensile Bond Strength in Unreinforced Masonry”, 15th International Brick and Brick Masonry Conference, Brazil.
   Google Scholar
• Monjezi, M., M. Ghafurikalajahi, and A. Bahrami. 2011. “Prediction of Blast-induced Ground Vibration Using Artificial Neural Networks.” Tunnelling and Underground Space Technology 26 (1): 46–50. doi:10.1016/j.tust.2010.05.002.
   Web of Science ®Google Scholar
• Moore, J. A., B. A. Richards, F. E. Gad, and L. J. Wilson. 2003. “Structural Response of Brick Veneer Houses to Blast Vibration”, In Proceedings of the 29th Annual Conference on Explosives and Blasting Technique, Nashville, Tennessee, U.S, Vol. 2, 223–230.
   Google Scholar
• Nateghi, R. 2011. “Prediction of Ground Vibration Level Induced by Blasting at Different Rock Units.” International Journal of Rock Mechanics and Mining Sciences 48 (6): 899–908. doi:10.1016/j.ijrmms.2011.04.014.
   Web of Science ®Google Scholar
• Newmark, N. M., and R. J. Hansen. 1961. Design of Blast Resistant Structures, Shock and Vibration Handbook. New York: Mc Graw-Hill.
   Google Scholar
• Nourzadeh, D., J. Humar, and A. Braimah. 2017, “Comparison of Response of Buildings Structures to Blast Loading and Seismic Excitations”, In 6th International Workshop on Performance, Protection & Strengthening of Structures under Extreme Loading, PROTECT2017, China.
   Google Scholar
• Pannil, F., and N. C. Kingery. 1964. Peak Overpressure Vs Scaled Distance for TNT Surface Bursts (Hemispherical Charges). Alexandria, Virginia: Ballistic Research Laboratories, Defense Documentation Center.
   Google Scholar
• Pereira, M. J., J. Campos, and B. P. Lourenco. 2014, “Masonry Infill Walls under Blast Loading Using Confined Underwater Blast Wave Generators (WBWG)”, In 8th International Conference ASCM 2014, Wroclaw, Poland.
   Google Scholar
• Remennikov, A., and D. Carolan. 2006. “Blast Effects and Vulnerability of Building Structures from Terrorist Attack.” Australian Journal of Structural Engineering, Taylor & Francis 7 (1): 1–11. doi:10.1080/13287982.2006.11464959.
   Google Scholar
• Remennikov, M. A. 2003. “A Review of Methods for Predicting Bomb Blast Effects on Buildings.” Journal of Battlefield Technology 2 (3): 5–10.
   Google Scholar
• Richards, B. A. 2008. “Prediction and Control of Air Overpressure from Blasting in Hong Kong,” Geo Report No. 232. Hong Konk: Geotechnical Engineering Office, Civil Engineering and Development Department.
   Google Scholar
• Richards, B. A. 2013. “Blast Vibration Wavefront Reinforcement Model.” Mining Technology-Transactions of the Institutions of Mining and Metallurgy: Section A, Taylor & Francis 117 (4): 161–167.
   Google Scholar
• Shariq, M., S. Haseeb, and M. Arif 2017, “Analysis of Existing Masonry Heritage Building Subjected to Earthquake Loading”, In 11th International Symposium on Plasticity and Impact Mechanics, Implast 2016, Elsevier, Vol. 173, pp. 1833–1840.
   Google Scholar
• Siddiqui, J. I., and S. Ahmad. 2007. “Impulsive Loading on a Concrete Structure.” Proceedings of the Institution of Civil Engineers Structures and Buildings 160 (4): 231–241. doi:10.1680/stbu.2007.160.4.231.
   Web of Science ®Google Scholar
• Standards Australia. 2011. AS 3700(2011), Masonry Structures, Australia.
   Google Scholar
• Swisdak, M. M. 1994. Simplified Kingery Air-blast Calculations. Maryland: Minutes of the Twenty Sixth DoD Explosives Safety Seminar.
   Google Scholar
• Tsang, H. H., F. E. Gad, L. J. Wilson, W. J. Jordan, J. A. Moore, and B. A. Richards. 2017. “Mine Blast Vibration Response Spectrum for Structural Vulnerability Assessment: Case Study of Heritage Masonry Buildings.” International Journal of Architectural Heritage: Conservation, Analysis, and Restoration 12 (2): 270–279. doi:10.1080/15583058.2017.1406015.
   Google Scholar
• U.S. 1986. TM 5-855-1(1986), Design & Analysis of Hardened Structures to Conventional Weapons Effects. Department of the Army, Washington DC.
   Google Scholar
• Valente, M., and G. Milani. 2016a. “Non-linear Dynamic and Static Analyses on Eight Historical Masonry Towers in the North-East of Italy.” Engineering Structures 114 (1): 241–270. doi:10.1016/j.engstruct.2016.02.004.
   Google Scholar
• Valente, M., and G. Milani. 2016b. “Seismic Assessment of Historical Masonry Towers by Means of Simplified Approaches and Standard FEM.” Construction and Building Materials 108 (1): 74–104. doi:10.1016/j.conbuildmat.2016.01.025.
   Google Scholar
• Wu, C., G. Fattori, A. Whittaker, and J. D. Oehlers. 2010. “Investigation of Air-blast Effects from Spherical and Cylindrical-shaped Charges.” International Journal of Protective Structures 1 (3): 345–362. doi:10.1260/2041-4196.1.3.345.
   Google Scholar
• Wu, C., and H. Hao. 2005. “Modelling of Simultaneous Ground Shock and Airblast Pressure on Nearby Structures from Surface Explosions.” International Journal of Impact Engineering 31 (6): 699–717. doi:10.1016/j.ijimpeng.2004.03.002.
   Web of Science ®Google Scholar
• Wu, K. Y., H. Hao, X. Y. Zhou, and K. Chong. 1998. “Propagation Characteristics of Blast-induced Shock Waves in a Jointed Rock Mass.” Soil Dynamics and Earthquake Engineering 17 (6): 407–412. doi:10.1016/S0267-7261(98)00030-X.
   Web of Science ®Google Scholar