References
- Alrudaini, T. M. S. (2011). A new mitigation scheme to resist the progressive collapse of reinforced concrete buildings. Doctor of Philosophy Thesis, University of Wollongong, Wollongong, Australia.
- ASCE 7-05. (2005). Minimum design loads for buildings and other structures. Reston, VA: American Society of Civil Engineers (ASCE).
- ASCE 41-06. (2007). Seismic rehabilitation of existing buildings. Reston, VA: American Society of Civil Engineers (ASCE).
- Asprone, D., Jalayer, F., Prota, A., & Manfredi, G. (2010). Proposal of a probabilistic model for multi-hazard risk assessment of structures subjected to blast loads for the limit state of collapse. In 14th world conference on earthquake engineering, Beijing, China.
- Bandyopadhyay, M., Banik, A. K., & Datta, T. K. (2015). Progressive collapse of three-dimensional semi-rigid jointed steel frames. Journal of Performance of Constructed Facilities. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000796.
- Barakat, M. A., & Hetherington, J. G. (1998). New architectural forms to reduce the effects of blast waves and fragments on structures. In WIT Transactions on the built environment: Structures Under shock and impact (Vol. 32, pp. 53-62). https://www.witpress.com/Secure/elibrary/papers/SU98/SU98005FU.pdf.
- Barakat, M. A., & Hetherington, J. G. (1999). Architectural approach to reducing blast effects on structures. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 134(4), 333-343. https://doi.org/10.1680/istbu.1999.31899
- Bazant, Z., & Verdure, M. (2007). Mechanics of progressive collapse: Learning from World Trade Center and building demolitions. Journal of Engineering Mechanics, 133, 308-319. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:3(308)
- Bilal, N. (2014). Implementation of Sobol's method of global sensitivity analysis to a compressor simulation model. In 22nd international compressor engineering conference, Purdue, USA (pp. 1-10).
- Byfield, M., & Paramasivam, S. (2012). Murrah building collapse: Reassessment of the transfer girder. Journal of Performance of Constructed Facilities, 26(4), 371-376. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000227
- CSI (Computers and Structures, Inc.). (2016). SAP2000: Integrated solution for structural analysis and design, version 16. Berkeley, CA: CSI Analysis Reference Manual.
- Dat, P. X., & Tan, K. H. (2013). Membrane actions of RC slabs in mitigating progressive collapse of building structures. Engineering Structures, 55, 107-115. https://doi.org/10.1016/j.engstruct.2011.08.039
- FEMA 356. (2000). Pre-standard and commentary for the seismic rehabilitation of buildings., Risk management series Washington, DC: Federal Emergency Management Agency (FEMA).
- Fortner, B. (2004). Symbol of strength. Civil Engineering, 74(10), 36-45.
- Gebbeken, N., & Doge, T. (2010). Explosive protection-Architectural design, urban planning and landscape planning. International Journal of Protective Structures, 1(1), 1-21. https://doi.org/10.1260/2041-4196.1.1.1
- Goel, M. D., Matsagar, V. A., Gupta, A. K., & Marburg, S. (2012). An abridged review of blast wave parameters. Defense Science Journal, 62(5), 300-306. https://doi.org/10.14429/dsj.62.1149
- Grierson, D. E., Xu, L., & Liu, Y. (2005). Progressive failure analysis of buildings subjected to abnormal loadings. Computer-Aided Civil and Infrastructure Engineering, 20, 155-177. https://doi.org/10.1111/j.1467-8667.2005.00384.x
- GSA. (2013). Alternate path analysis & design guidelines for progressive collapse resistance. Washington, DC: General Services Administration (GSA).
- Hamburger, R., & Whittaker, A. (2004). Design of steel structures for blast related progressive collapse resistance. In North American steel construction conference, USA (pp. 41-53).
- Khan, S., Saha, S. K., Matsagar, V. A., & Hoffmeister, B. (2017). Fragility of steel frame buildings under blast load. Journal of Performance of Constructed Facilities. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001016.
- Kinney, G. F., & Graham, K. J. (1985). Explosive shocks in air. Berlin: Springer.
- Liew, R. J. Y. (2007). Survivability of steel frame structures subject to blast and fire. Journal of Constructional Steel Research, 64, 854-886.
-
Mathworks, Inc. (2013).
$MATLAB^{(R)}$ version R2013b [Computer software], Natick, MA. - Netherton, M. D., & Stewart, M. G. (2009). Probabilistic modeling of safety and damage blast risks for window glazing. Canadian Journal of Civil Engineering, 36(8), 1321-1331. https://doi.org/10.1139/L08-144
- Parisi, F. (2015). Blast fragility and performance-based pressureimpulse diagrams of European reinforced concrete columns. Engineering Structures, 103, 285-297. https://doi.org/10.1016/j.engstruct.2015.09.019
- Sobol, I. M. (1993). Sensitivity analysis for nonlinear mathematical models. Mathematical Modeling and Computational Experiment, 1, 407-414.
- Sobol, I. M. (2001). Global sensitivity indices for nonlinear mathematical models and their Monte Carlo. Mathematics and Computers in Simulations, 55, 271-280. https://doi.org/10.1016/S0378-4754(00)00270-6
- Sudret, B. (2008). Global sensitivity analysis using polynomial chaos expansions. Reliability Engineering and System Safety, 93, 964-979. https://doi.org/10.1016/j.ress.2007.04.002
- Szyniszewski, S., & Krauthammer, T. (2012). Energy flow in progressive collapse of steel framed buildings. Engineering Structures, 42, 142-153. https://doi.org/10.1016/j.engstruct.2012.04.014
- UFC 3-340-02. (2008). Structures to resist the effects of accidental explosions. Unified Facilities Criteria (UFC), U.S. Army Corps of Engineers, Naval Facilities Engineering Command, Air Force Civil Engineer Support Agency, USA.
- Vasilis, K., Solomos, G., & Viaccoz, B. (2013). Calculation of blast loads for application to structural components. LB-NA-26456-EN-N, JRC Technical Reports, Joint Research Centre (JRC), European Union (EU), Italy.
Cited by
- Structural performance of a steel cable-stayed bridge under blast loading considering different stay patterns vol.219, pp.None, 2020, https://doi.org/10.1016/j.engstruct.2020.110739
- Blast-induced progressive collapse of steel moment-resisting frames: Numerical studies and a framework for updating the alternate load path method vol.242, pp.None, 2018, https://doi.org/10.1016/j.engstruct.2021.112541
- Blast Performance Evaluation of Steel Moment-Resisting Frame Equipped with Smart Bolted Connection vol.35, pp.5, 2018, https://doi.org/10.1061/(asce)cf.1943-5509.0001629