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Online since: September 2011
Authors: Bao Ming Han, De Wei Li, Dan Dan Yu, Wei Teng Zhou
Study on Capacity Bottlenecks Identification and Elimination of XiErQi Station in Beijing MTR Based on Simulation Method
Dandan Yu1,a, Baoming Han2,b, Dewei Li3,c and Weiteng Zhou4,d
1,2,4School of Traffic and Transportation, Beijing Jiaotong University, Beijing, 100044, China
3State Key Laboratory of Rail Traffic Control and Safety of China, Beijing Jiaotong University, Beijing 100044, China
ahunandandan@126.com, bBmhan@bjtu.edu.cn, clidw@bjtu.edu.cn, dzwt_bjtu@126.com
Keywords: MTR Hubs, Capacity Bottlenecks, Identification and Elimination, Simulation.
International Symposium on Safety Science and Technology,2006
Microscopic Simulation of a Traffic Hub Based on Multi-Agent.
Journal of System Simulation, Vol.22, 2007
Modeling and Simulation of Microscopic Pedestrian Using Game theory.Journal of System Simulation, Vol.11, 2007
International Symposium on Safety Science and Technology,2006
Microscopic Simulation of a Traffic Hub Based on Multi-Agent.
Journal of System Simulation, Vol.22, 2007
Modeling and Simulation of Microscopic Pedestrian Using Game theory.Journal of System Simulation, Vol.11, 2007
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.
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: June 2014
Authors: B. Kannega, K. Latha, B. Gowsalya
Drop box also recommended that users improve their online safety by setting a unique password for each website they use.
A honey pot should see no traffic because it has no legitimate activity.
[3] Rashmi, Dr, G.Sahoo, Dr.S.Mehfuz, “Securing Software as a Service Model of Cloud Computing: Issues and solutions”, in International Journal on Cloud Computing, 4th August 2013
Sahu,”Securing cloud environment by means of Intrusion Detection and Prevention system”, in International Journal of Computer Science and Management Research, May 5 2013
[8] Parsi Kalpana,Sudha Singaraju,”Data Security in Cloud Computing using RSA Algorithm”, at International Journal of Research in Computer and Communication Technology, September 4,2012
A honey pot should see no traffic because it has no legitimate activity.
[3] Rashmi, Dr, G.Sahoo, Dr.S.Mehfuz, “Securing Software as a Service Model of Cloud Computing: Issues and solutions”, in International Journal on Cloud Computing, 4th August 2013
Sahu,”Securing cloud environment by means of Intrusion Detection and Prevention system”, in International Journal of Computer Science and Management Research, May 5 2013
[8] Parsi Kalpana,Sudha Singaraju,”Data Security in Cloud Computing using RSA Algorithm”, at International Journal of Research in Computer and Communication Technology, September 4,2012
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
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 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
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: 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)
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)
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.
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: March 2015
Authors: Zhi Hao Liu, Yi Hong Li, Wen Liang Guan, Qin He Gao
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
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: May 2011
Authors: Xu Hui He, Hai Tao Wu
Journal of structural engineering, Vol. 121, No. 11, 1995, pp. 1651-1659
Chen: Structural Safety Monitoring for Nanjing Yangtze River bridge.
International Journal of Solids and Structures, Vol. 39, No.9, 2002, pp. 2401-2417
Journal of Applied Mechanics, Vol. 12, No. 3, 1945, pp. 159-164
Journal of Shijiazhuang Railway Institute, Vol. 9, No.2, 1996, pp.49-53.
Chen: Structural Safety Monitoring for Nanjing Yangtze River bridge.
International Journal of Solids and Structures, Vol. 39, No.9, 2002, pp. 2401-2417
Journal of Applied Mechanics, Vol. 12, No. 3, 1945, pp. 159-164
Journal of Shijiazhuang Railway Institute, Vol. 9, No.2, 1996, pp.49-53.
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.
[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.