Analysis of the Tunnel-Support Interaction Through a Probabilistic Approach
作者： Pierpaolo Oreste
DOI: 10.3844/AJASSP.2015.121.129
关键词:
摘要: The analysis of the behavior a tunnel requires evaluation numerous parameters, relative to ground and support structure which are generally only known with certain degree approximation. uncertainty these parameters is reflected on results calculation, that is, state stress in structure. In order be able manage this representative rational way, it useful resort probabilistic type analysis, making use Monte- Carlo method simple analytical methods for an tunnel-support interaction. A calculation procedure establish values maximum moment associated normal force presented study. This can used verify suitability sustain induced loads
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core.ac.uk参考文章(34)
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