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A framework for train derailment risk analysis 被引量:3
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作者 chung ming-hwa CHANG Che-hao +3 位作者 CHANG Kuan-yuan WU Yu-shiang GAO Shih-feng SHEN Zhe-ping 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第7期1874-1885,共12页
This study aims to develop a framework based on the Nadal formula to assess train derailment risk. Monte Carlo simulation was adopted to develop 10000 sets of random parameters to assess train derailment risk subject ... This study aims to develop a framework based on the Nadal formula to assess train derailment risk. Monte Carlo simulation was adopted to develop 10000 sets of random parameters to assess train derailment risk subject to the curvature radius of the track, the difference between the flange angle and the equivalent conicity, and accelerations from 250 to 989.22 gal during horizontal earthquake. The results indicated that railway in Taiwan, China has no derailment risk under normal conditions. However, when earthquakes occur, the derailment risk increases with the unloading factor which is caused by seismic force. The results also show that equivalent conicity increases derailment risk;as a result, equivalent conicity should be listed as one of maintenance priorities. In addition, among all train derailment factors, flange angle, equivalent conicity and unload factors are the most significant ones. 展开更多
关键词 DERAILMENT performance flange angle equivalent conicity RELIABILITY RISK EARTHQUAKE
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