Modelling the Slab Failure of an Open Structure Acted by External Blast Loads

[1] Nica, G.B., (2013), Mathematical modelling of shock waves generated by blast events and their effect on concrete structures, 4th conference of young researchers from TUCEB, ISSN 2069-1793Search in Google Scholar

[2] Nica, G.B., (2016), Studiul efectelor exploziilor la structuri din beton armat, Phd Thesis, Technical University of Civil Engineering, Bucharest.Search in Google Scholar

[3] Cormie, D., Mays, G., (2009), Blast effects on buildings- second edition, Thomas Telford.10.1680/beob2e.35218Search in Google Scholar

[4] Extreme Loads for Structures, (2013), Technical ManualSearch in Google Scholar

[5] Salem, H.M., El-Fouly, A.K., Tagel-Din, H.S., (2011), Toward an economic design of reinforced concrete structures against progressive collapse. EngStruct; 33:3341-3350.10.1016/j.engstruct.2011.06.020Search in Google Scholar

[6] Salem, H.M., Helmy, H.M., (2014), Numerical investigation of collapse of the Minnesota I-35W bridge. EngStruct; 59:635-64510.1016/j.engstruct.2013.11.022Search in Google Scholar

[7] Woodson, S.C., Baylot. J.T., (1999), Structural Collapse: Quarter-scale Model Experiments - US Army Corps of Engineers, Engineer Research and Development Center, Technical Report SL-99-8 august 199910.21236/ADA369355Search in Google Scholar

[8] Baylot, J.T., Bevins T.L., (2007), Effect of responding and failing structural components on the airblast pressures and loads on and inside of the structure - Computers and Structures 85 (2007) pages 891–91010.1016/j.compstruc.2007.01.001Search in Google Scholar