Blast-resistant analysis of a tunnel in Taipei

被引：0
|
作者：
Gui, MW [1 ]
Chen, SL [1 ]
Chien, MC [1 ]
机构：
[1] NTUT, Dept Civil Engn, Taipei 106, Taiwan
来源：
Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2 | 2003年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A blast-resistant analysis for an underground tunnel passes through the Shongsan airport in Taipei has been carried out. The main purpose of the analysis was to derive maximum moment, induced as a result of bomb explosion in the event of a war, for the structural lining design. A series of sensitivity analysis using the finite difference program FLAC has also been carried in order to study the effects of dynamic Young's modulus, soil-damping ratio, intensity of blast loading, and crater radius on the tunnel lining structure.
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页码：859 / 862
页数：4
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