DocumentCode :
668593
Title :
Analysis of traffic safety system based on brittleness link entropy
Author :
Lyu Zhilin ; Li Dan
Author_Institution :
Sch. of Electr. Eng., Guangxi Univ., Nanning, China
Volume :
2
fYear :
2013
fDate :
23-24 Nov. 2013
Firstpage :
294
Lastpage :
298
Abstract :
The brittle link theory is applied to traffic safety system to analyze the safety risk existing in traffic system that is divided into traffic facilities subsystem, traffic operation subsystem and security assurance subsystem. According to the brittle link between traffic safety system and its subsystems, traffic safety brittle relationship model is established. The analysis is carried out on the data from investigation results, taking a certain city´s traffic situation as an example. The brittleness indentical entropy, brittleness opposite entropy and brittleness fluctuant entropy are calculated for each subsystem, and the weights of entropy are determined by catastrophe theory, and then brittleness link entropy is also calculated. In addition, the opposite degree coefficient and fluctuation degree coefficient are introduced into the calculation of brittle link entropy. The results show that the brittle link entropy of security assurance subsystem is the biggest. It means that security assurance subsystem is the weakest and the most important.
Keywords :
road safety; road traffic; brittle link theory; brittleness fluctuant entropy; brittleness indentical entropy; brittleness link entropy; brittleness opposite entropy; security assurance subsystem; traffic facilities subsystem; traffic operation subsystem; traffic safety system analysis; Accidents; Educational institutions; Entropy; Fluctuations; Roads; Safety; Security; brittleness link; catastrophe theory; entropy; traffic safety system;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information Management, Innovation Management and Industrial Engineering (ICIII), 2013 6th International Conference on
Conference_Location :
Xi´an
Print_ISBN :
978-1-4799-3985-5
Type :
conf
DOI :
10.1109/ICIII.2013.6703143
Filename :
6703143
Link To Document :
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