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Online since: October 2014
Authors: A.H. Lilehkoohi, A.A. Faieza, B.B. Sahari, Abdul Aziz Nuraini, M. Halali
Back-Ground Study There is no significant differences between the results and driver fatality risk on the National Highway Traffic Safety Administration’s (NHTSA) frontal crash test results [2].
A newly developed mesh free finite element analysis has been presented for the analysis of car crash and safety improvements [4].
Occupant and out of position occupant safety has been investigated using simulation and side airbag deployment [7].
Botkin, A coupled meshfree/ finite element method for automotive crashworthiness simulations, International Journal of Impact Engineering. 36 (2009) 1210-1222
Bhatia, Investigating occupant safety through simulating the interaction between side curtain airbag deployment and an out-of-position occupant, Accident Analysis and Prevention. 49 (2012) 392-403
Online since: January 2012
Authors: Jun Jing Li, Meng Ling Li, Wei Cheng
In recent years, the sound quality of the environment has been good in shenyang city, environmental noise, traffic noise and stability standards.
Road traffic noise.In 2009, the city's average road traffic noise equivalent sound level was 69.6 decibels in shenyang city, below the national standard (70 dB) 0.4 dB.monitoring of the 48 trunk lines have exceeded 18, the excessive length of 47.4km route, the percentage of the total length of 32.9%.
Fourth expanding opening up, enhance international competitiveness of service industry.
References [1] Guo Jin,You Xiaoxu, On Green Public Procurement Problems, Journal of Oriental Culture,pp.105-108,January 2010(In Chinese) [2] Olaf Untemberdoerster.Trade and Transbonndary Pollution: Spatial Separation Reconsidered [J].
Journal of Environmental Economics and Management 2001,41(3): pp.269-285 [3] Antweiler Wemer, Brian Cope laud and M.Scott Taylor.
Online since: January 2016
Authors: Michal Drahorád, Jan Krejsa, Miroslav Sýkora
This ratio is even greater in bridge engineering due to continuous degradation, ever increasing traffic intensities and general lack of financial resources for rehabilitations of bridges.
In addition to the traffic loads described above, the bridge is exposed to permanent actions including layers of the road pavement and self-weight of the structural model.
In: Proceedings of extended abstracts – 13th international conference modelling in mechanics 2015, (2015), pp. 63-64
The Design Value Method and Adjusted Partial Factor Approach for Existing Structures; In: Structural Engineering International 2013, pp. 386-393
Target reliability levels for assessment of existing structures based on economic optimisation and human safety criteria (in press); In: Structural Concrete – Journal of fib 2015, Online.
Online since: January 2012
Authors: Jian Deng, Xiao Jin Li, Qian Si
In the wake of the continuous openness of China's traffic rights, our airlines are facing great challenges and opportunities.
Journal of Traffic and Transportation Engineering(2008) [3] ZhongLong Wei, XiaoYi Wang, LiuYan Ma.: The Grey Evaluation Research of the Airlines Core Competitiveness.
Journal of Beijing Technology and Business University(2010) [4] DongLiang Li.
The Chinese Civil Aviation Transportation International Competitiveness Research.
TianJin University(2007) [6] LiHua Yang.: Research on the International Competitiveness Improvement of Chinese Aviation Enterprises.
Online since: September 2011
Authors: Chang Wei Yang, Jian Jing Zhang, Chuan Bin Zhu
If K30 adopts 150Mpa/m, it will appear the track deflection angle and dynamic indicators of locomotive don't meet the requirements of codes, which will has a serious impact on the safety of the railway traffic.
[In Chinese] [2] Wanming Zhai: Journal of Railway Engineering Society,(1992), p.10~21.
[In Chinese] [3] Yu Wang,Wanming Zhai,Qichang Wang,Liangming Lin: Journal of Railway Engineering Society,(1992),p.25~28.
[In Chinese] [4] Wanming Zhai,Weijun Han,Chengbiao Cai:Journal of Railway Engineering Society,(1999) .
[10] Zhai Wanming:International Journal for Numerical Methods in Engineering, (1996), p.39.
Online since: November 2014
Authors: Liang Li
Finally, safety tactics of the system is summarized.
Data collected in domestic and international information work with China 111 this aspect.
References [1] Seung CLee and Ashraf I shirani,A Component based methodology for Web application development, the Journal of systems and software,Vol.1-2(2004), p.177-187
[2] Carlo Blundo,paoloD 'Arco Alfredo Desantis and Clemente Galdi Hyppocrates: a new practice password checker,the Journal of systems and software ,Vol.1-2(2004): p.163-175
[3] M.Xue and C.Zhu: China Academic Journal Electronic Publishing House // Circuits, Communications and Systems, 2012
Online since: July 2014
Authors: Su Xia Zhou, Rui Xue
It should use lower deficient superelevation when it can’t in the case of the best situation. 1 Introduction From the beginning of building railways, rail wear problem was emerged and frequently appears in different types of rail traffic [1].
These parameters all influence the wheel/rail wear and the comfortable and safety of the train.
It is say that the vehicle is more safety.
[5] Yongfeng LIU ,Pucheng PEI: Asymptotic Analysis on Autoignition and Explosion Limits of Hydrogen-Oxygen Mixtures in Homogeneous Systems, International Journal of Hydrogen Energy,31(2006),639-647 [6] Y.
ZHANG: Optimation Research for a High Pressure Common Rail Diesel Engine Based on Simulation, International Journal of Automotive Technology, Vol. 11, No. 5: 625-636, 2010
Online since: October 2013
Authors: Jian Xi Wang, Ji Rong Gui, Si Yi Chen
ZD2010110) and Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University(No. 201102) References [1] F.
Wang, Rail Service State Analysis and Safety Control for UIC60, Journal of Shanghai Railway Technology. (2000) 16-18
Shaw, Crack tip finite elements are unnecessary, International Journal for Numerical Methods in Engineering.9(1975)495-507
[10] S.Roshdy Barsoum, On the use of isoparametric finite elements in linear fracture mechanics, International Journal for Numerical Methods in Engineering. 10(1976)25-37
Tian, Survey of the 2011 Technical Seminar of Experts and Meeting of Council of the International Heavy Haul Association, Foreign Rolling Stock. 50(2012):1-5.
Online since: March 2015
Authors: Yi Hong Li, Wen Liang Guan, Qin He Gao, Zhi Hao Liu
Relief 9. check valve 10. safety valve 11. electromagnetic ball valve 12. two double-acting piston-cylinder Fig.2 Schematic diagram of erecting system Functions of the unit are detailed below: Power unit:The active force unit is consisted of frequency motor 1 and internal gear pump 2 , to provide pressure oil source to the hydraulic cylinder.
Charge unit is consisted of asynchronous motor 3, dosing pump 4, one-way valve 6, accumulator 7 and relief 8 to ensure consistent main pump 2 suction port and the discharge port traffic.
Actuator protection unit: safety valve is used to prevent the hydraulic cylinder 10 and the connecting pipe generate overshoot internal pressure, to improve system reliability. electromagnetic ball valve 11 is mainly used to lock the two chambers of the vertical cylinder when the erecting arm need maintaining a setting position.
References [1]Deng Biao, Su Wenbin,Qinyang Guo.Intelligent control of pump controlled cylinder for rapid-erection process, J. 2011 International Conference on Consumer Electronics, Communications and Networks, 4(2011) 1348-1352
Journal of System Simulation, 17 (2005) 1563-1565
Online since: August 2013
Authors: Yu Jie Li, Hui Jie Xu, Yuan Zhang, Juan Juan Yao
Introduction As the urban population has rapidly expanded, the problem are prominently, which is living space crowd, urban traffic congestion and environmental degradation etc.
Investigation on disease basic situation Due to the design structure of the secondary lining on this tunnel line is plain concrete, the secondary lining on most tunnels appear varying degrees cracks and chip off-falling diseases, there is a serious threat to the safety operation on metro.
Table 1 The key technical indexes of carbon fiber sheet safety performance indicators project High strength grade I High strength grade I High strength grade II High strength grade II weight(g/m2) 300 200 300 200 thickness(mm) 0.167 0.111 0.167 0.111 compressive strength(MPa) International security indicators 3400 3400 3000 3000 actual test data 3647 3696 3202 3249 elasticity modulus (GPa) International security indicators 240 240 210 210 actual test data 241 241 213 213 elongation(%) International security indicators 1.70 1.70 1.50 1.50 actual test data 1.70 1.70 1.51 1.51 Table 2 The technical indexes of fiber board special resin glue performance strength of extension (MPa) ≥30 Tensile elasticity modulus (MPa) ≥3.5×103 Elongation(%) ≥1.3 bending strength(MPa) ≥45,And not been brittle failure compressive strength(MPa) ≥65 Cementitiousness Tensile shear strength standard values(MPa) ≥15 Steel and steel uneven avulsion intensity(KN/m) ≥16 Steel and steel bonding tensile strength(MPa)
[3] Han Xia, Jiang Lin yu, Yan Li-e: The new materials and techniques about the reinforcement of tunnel lining engineering, volume 30, Journal of Guangxi university(Natural Science Edition)(2005),(in Chinese)
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