| Risk Assessment and Optimisation of Blast Mitigation Strategies for Design and Strengthening of Built Infrastructure |
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| 作者姓名： | STEWART Mark G |
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| 作者单位： | Centre for Infrastructure Performance and Reliability, School of Engineering, University of Newcastle, NSW, Australia |
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| 基金项目： | Acknowledgements The assistance provided by Michael Netherton with computational aspects of the paper is greatly appreciated. Special thanks to Dr Xiaoli Deng for her assistance with the preparation of Fig. 3. The support of the Australian Research Council under grant DP0556913 is gratefully acknowledged. |
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| 摘 要： |
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| 关 键 词： | 风险评估 爆炸损害 结构稳定性 玻璃窗 下部构造 建筑物 |
| 收稿时间： | 2006-06-30 |
Risk Assessment and Optimisation of Blast Mitigation Strategies for Design and Strengthening of Built Infrastructure |
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| STEWART Mark G.Risk Assessment and Optimisation of Blast Mitigation Strategies for Design and Strengthening of Built Infrastructure[J].Transactions of Tianjin University,2006,12(B09):8-15. |
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| Abstract: | A probabilistic risk assessment procedure is developed which can predict risks of explosive blast damage to built infrastructure, and when combined with life-cycle cost analysis, the procedure can be used to optimise blast mitigation strategies. The paper focuses on window glazing since this is a load-capacity system which, when subjected to blast loading, has caused significant damage and injury to building occupants. Structural reliability techniques are used to derive blast reliability curves for annealed and toughened glazing subjected to explosive blast for a variety of threat scenarios. The probabilistic analyses include the uncertainties associated with blast modelling, glazing response and glazing failure criteria. Damage risks are calculated for an individual window and for windows in the facade of a multi-storey commercial building. The paper shows an illustrative example of how this information, when combined with risk-based decision-making criteria, can be used to optimise blast mitigation strategies. |
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