scholarly journals Risks of Climate Change with Respect to the Singapore-Malaysia High Speed Rail System

Climate ◽  
2016 ◽  
Vol 4 (4) ◽  
pp. 65 ◽  
Author(s):  
Sazrul Binti Sa’adin ◽  
Sakdirat Kaewunruen ◽  
David Jaroszweski
Keyword(s):  
Climate Change ◽  
High Speed ◽  
High Speed Rail ◽  
Rail System

scholarly journals Operational readiness for climate change of Malaysia high-speed rail

2016 ◽  
Vol 169 (5) ◽  
pp. 308-320 ◽  
Author(s):  
Sazrul Leena Binti Sa'adin ◽  
Sakdirat Kaewunruen ◽  
David Jaroszweski
Keyword(s):  
Climate Change ◽  
High Speed ◽  
High Speed Rail ◽  
Operational Readiness

Application of Benefit-Cost Analysis to the Proposed California High-Speed Rail System

2001 ◽  
Vol 1742 (1) ◽  
pp. 9-16 ◽  
Author(s):  
Daniel Brand ◽  
Mark R. Kiefer ◽  
Thomas E. Parody ◽  
Shomik R. Mehndiratta
Keyword(s):  
Cost Analysis ◽  
High Speed ◽  
High Speed Rail ◽  
Benefit Cost Analysis ◽  
Rail System ◽  
Benefit Cost

Operating and Maintenance Costs of the TGV High‐Speed Rail System

1989 ◽  
Vol 115 (1) ◽  
pp. 37-47 ◽  
Author(s):  
Nicholas M. Brand ◽  
Marc M. Lucas
Keyword(s):  
High Speed ◽  
High Speed Rail ◽  
Maintenance Costs ◽  
Rail System

Moving element analysis of discretely supported high-speed rail systems

2017 ◽  
Vol 232 (3) ◽  
pp. 783-797 ◽  
Author(s):  
Jian Dai ◽  
Kok Keng Ang ◽  
Minh Thi Tran ◽  
Van Hai Luong ◽  
Dongqi Jiang
Keyword(s):  
High Speed ◽  
Railway Track ◽  
High Speed Train ◽  
Element Analysis ◽  
High Speed Rail ◽  
Mass System ◽  
Rail System ◽  
Rail Systems ◽  
Track System ◽  
The Difference

In this paper, a computational scheme in conjunction with the moving element method has been proposed to investigate the dynamic response of a high-speed rail system in which the discrete sleepers on the subgrade support the railway track. The track foundation is modeled as a beam supported by uniformly spaced discrete spring-damper units. The high-speed train is modeled as a moving sprung-mass system that travels over the track. The effect of the stiffness of the discrete supports, train speed, and railhead roughness on the dynamic behavior of the train–track system has been investigated. As a comparison, the response of a continuously supported high-speed rail system that uses a foundation stiffness equivalent to that of a discretely supported track has been obtained. The difference in results between the “equivalent” continuously supported and the discretely supported high-speed rails has been compared and discussed. In general, the study found that a high-speed train that travels over a discretely supported track produces more severe vibrations than that travels over a continuously supported track of equivalent foundation stiffness.

Open big data from ticketing website as a useful tool for characterizing spatial features of the Chinese high-speed rail system

2018 ◽  
Vol 63 (2) ◽  
pp. 265-277 ◽  
Author(s):  
Sheng Wei ◽  
Jiangang Xu ◽  
Jingwei Sun ◽  
Xuejiao Yang ◽  
Ran Xin ◽  
...  
Keyword(s):  
Big Data ◽  
High Speed ◽  
High Speed Rail ◽  
Spatial Features ◽  
Rail System

Temporal and Spatial Distributions of Primary Delays in a High-Speed Rail System

2019 ◽  
Author(s):  
Chao Wen ◽  
Zhongcan Li ◽  
Javad Lessan ◽  
Hongguo Shi ◽  
Liping Fu ◽  
...  
Keyword(s):  
High Speed ◽  
Spatial Distributions ◽  
High Speed Rail ◽  
Rail System ◽  
Temporal And Spatial

Ridership studies for the proposed Florida high speed rail system

1990 ◽  
Author(s):  
A. Masood Forooqi
Keyword(s):  
High Speed ◽  
High Speed Rail ◽  
Rail System

Adaptation of the Łódź Agglomeration Railway node to a new role in the high-speed rail system

2018 ◽  
pp. 131-159
Author(s):  
Alina Giedryś ◽  
Jan Raczyński
Keyword(s):  
High Speed ◽  
High Speed Rail ◽  
Rail System
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