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Proceedings of the 1998 6th International Conference on Computer Aided Design, Manufacture and Operation in the Railway and Other Advanced Mass Transit Systems. 1998:199-214
Ninth International Conference on Computers in Railways, COMPRAIL IX. 2004:45-54
Journal of Transportation Systems Engineering and Information Technology, 2005, 5(1): 25-28
JOURNAL OF THE CHINA RAILWA Y SOCIETY. 2005, 27(2):120-125
Journal of Traffic and Transportation Engineering. 2005,5(4):20-26.

The establishment of the evaluation index system Based on the above principles and relevant literature [5-9], we can divide the factors influence the Arctic route's navigation environment into five aspects: meteorological factors, hydrological factors, geographical factors, traffic regulation factors and the navigation aids information and facilities factors.
Traffic regulation factors include the marine criterion and the international navigation code in the ice area.
The goal of the Arctic route's navigation environment evaluation is to judge if the Arctic is navigable and how about the navigation safety is, so the Arctic route's navigation environment evaluation set can be classified by whether it can be navigated and thenavigation safety level condition.
[5] Jie Su, Dong Xu, Jinping Zhao, Xianghui Li, Jun Meng: Futures of northwest passage sea ice's distribution and variation under arctic rapidly warming condition[J].Chinese Journal of Polar Research. 2010 (22), 2, p104-123
[9] Guyun Chen: The Research on the Safety and Planning of the Navigable Environment of Shantou Sea Area [D].Dalian: Dalian maritime university. 2006

The plant-engineers should be informed about the margin of safety level of existing pipelines corresponding to the target safety level to assess the integrity of the corroded pipeline under operation.
The line that is located along to 10-4 of probability of failure indicates the target safety level.
Oh, Journal of the Korean Institute of Gas, Vol. 2, No. 2 (1998), p. 18~25 [2] O.
Kim, International Journal of KSPE, Vol. 4, No. 6 (2003), p. 12~19 [4] M.
Ahammed, International Journal of Pressure Vessels and Piping, Vol. 75 (1998), p. 321~329 [5] S.

Bearing-capacity load test of the prototype The load test of the prototype bridge was carried out before opening to traffic.
Additonal dynamic characteristics were obtained by traffic running testing.
The load tests proved that there was potential safety hazard under offset moving loads so the actual motor lanes number was changed to six since the bridge was open to traffic.
As a result, the number of designed vehicle lanes was reduced to guarantee the operating safety of the bridge.
Ding, Development of concrete-filled tubular arch bridges, China, Structural Engineering International, 11(4): 265~267. (2001) (in Chinese) [2] H.

Introduction The highway tunnel is a relatively closed space, large amounts of vehicle exhaust lead to air pollution in the tunnel, and cause serious damage to driver health and traffic safety.
Their content is higher, not only deteriorate the tunnel air quality and harm to human body, but a large number of particulate matters and vehicle exhaust will make visibility descend and affect driving safety.
Assumes that the vehicle in traffic flow is continuous along tunnel, such as the rectangle of figure 2, and the width is 6 meter, height is 1.3 meter, the distance from ground is 0.8 meter.
In: Proceedings of the 5th International Symposium on Aerodynamics andVentilation of Vehicle Tunnels.
Fire Safety Journal, 2000, 35(4): 363-390

Indeed, the edge beams usually undergo higher stress levels and are more exposed to deterioration factors, as weather, chemical attacks of chlorides contained in de-icing salts and pollutants emitted by vehicle traffic.
De Stefano, Vibration tests on dismounted bridge beams and the effects of deterioration, Journal of Physics.
De Stefano, Symptom based reliability and generalized repairing cost in monitored bridges, Reliability Engineering & System Safety 94 (2009), 1331-1339 [6] S.W.
Mc Graw Hill International Editions, 2000 [8] UNI EN 1991-2:2005 Eurocode 1 - Actions On Structures - Part 2: Traffic Loads On Bridges [9] UNI EN 1990: 2002 Eurocode 0 – Basis of structural design [10] F.N.
Frangopol, Structural Health Monitoring and Reliability Estimation: Long Span Truss Bridge Application with Environmental Monitoring Data, Journal of Engineering Structures, Elsevier, 30 (2008), 2347-2359

International Journal of Operations and Production Management. 24 (10) (2004) 994-1011
International Journal of Lean Six Sigma. 3 (1) (2012) 4-27
The International Journal of Public Sector Management, 24(5) (2011) 403-420
International Journal of Quality and Reliability Management. 27 (2) (2010) 138-155
International Journal of Quality and Reliability Management. 27 (7) (2010) 832-855

There is a dynamic balance between quality, cost, period, safety.
Xie .On the urban subway construction safety risk assessment based on the rough set and RBF neural network, Journal of safety and environment, 2013,13（4）：232-235 [2] Y.
Research and application of 4D schedule control system for metro construction based on linear planning, china civil engineering journal , 2011，44（1）：210-214 [3] J.
Whole l ife-cycle cost analysis of urban rail transit, Journal of Traffic and Transportation Engineering, 2013,13（4）：232-235 [4] D.
International Conference on Engineering, Architecture and Sustainable InfrastructureCEASI2013)，Zhengzhou,China： American Society of Civil Engineer, July 13-15,2013： 1032-1037 [6] Q.

Structural Safety, 2009.31(2):179-187 [5] Basoz N I.
Structural Safety, 2010(32):25-34 [8] FEMA 445.
Structural Safety, 2010 (32): 13-24 [11] Z M WANG.
Journal of Earthquake Engineering, May2009, 11 (3):371-382 [17] Mark G Stewart.
International Journal of Protective Structures, 2010(1):23-40

Therefore, the traffic accident rate and passenger death rate accompany rising with it.
According to Fatality Analysis Reporting System (FARS) data of National Highway Traffic Safety Administration (NHTSA), analysis of traffic accidents due to driver negligence vehicles unintentional lane deviations arising from accidents accounted of 41% of all causes.
References [1] National Highway Traffic Safety Administration (NHTSA) on http://www.nhtsa.gov [2] LUXGEN Motor Co.
Ltd. on http://www.luxgen-motor.com [3] Grace, R., Steward, S., Drowsy driver monitor and warning system, Driving Assessment Conference (2003) [4] Horne, J.A., Reyner, L.A., Sleep related vehicle accidents, British Medical Journal (1995) 565-567 [5] Jeftic, Z., Engström, J., Piamonte, P., Institute for traffic accident research and data analysis, Vagverket Publication, 2003
[7] ISO 17361:2007, International organization for standardization, 2007