Assessment of Dynamic Response of 3D Ultra High Performance Concrete Frame Structure under High Explosion Using Johnson-Holmquist 2 Model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-020-1373-7.pdf
Reference37 articles.
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2. Ambrosini D, Luccioni B, Jacinto A, Danesi R (2005) Location and mass of explosive from structural damage. Engineering Structures 27(2):167–176, DOI: https://doi.org/10.1016/j.engstruct.2004.09.003
3. Azmee NM, Shafiq N (2018) Ultra-high performance concrete: From fundamental to applications. Case Studies in Construction Materials 9, DOI: https://doi.org/10.1016/j.cscm.2018.e00197
4. Bao X, Li B (2010) Residual strength of blast damaged reinforced concrete columns. International Journal of Impact Engineering 37(3):295–308, DOI: https://doi.org/10.1016/j.ijimpeng.2009.04.003
5. Buchan PA, Chen JF (2010) Blast protection of buildings using fibre-reinforced polymer (FRP) composites. In: Blast protection of civil infrastructures and vehicles using composites, Woodhead Publishing Limited, Cambridge, UK, 269–297, DOI: https://doi.org/10.1533/9781845698034.2.269
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