1 Introduction
2 The hazard mitigation
2.1 High detonations
2.2 Gas explosions
2.3 Computational Fluid Dynamic
simulations
2.4 Blast load
3 The local resistance
3.1 The scaled distance as
intensity measure
3.1.1 Blast load model
3.1.2 Cladding panel model
3.1.3 Response parameters
3.1.4 Fragility curves
3.2 The impulse density as
intensity measure
3.2.1 Relation between the
pressure-impulse diagram and the fragility surface
3.2.2 The fragility curve for
impulse sensitive structures
3.2.3 Application on a steel blast
door
3.3 Slabs subjected to impulsive
loads - The Blast Blind Simulation Contest
3.4 Insulated panels under
close-in detonations
3.4.1 Empirical assessment
3.4.2 Numerical investigation
3.4.3 Experimental assessment
4 The global resistance
4.1 The consequence factor
4.1.1 Tests on simple structures
4.1.2 Application on a steel truss
bridge
4.2 The robustness curves
5 Conclusions
6 References
7 Appendix A – Journal papers
obtained from the Ph.D. Thesis
7.1 Published and accepted papers
7.2 Submitted and ongoing papers
8 Appendix B – Curriculum Vitae
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