Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Hyun-Ung Bae"'
Publikováno v:
Applied Sciences, Vol 13, Iss 6, p 3899 (2023)
This study proposes a theoretical method to estimate the impact force of Derailment Containment Provisions (DCPs) for the prevention of secondary collisions in the event of a train derailment. By comparing the impact forces estimated using the common
Externí odkaz:
https://doaj.org/article/37421b04d1844bf59656b9f59f716099
Publikováno v:
Applied Sciences, Vol 12, Iss 21, p 11297 (2022)
In order to reduce the large damage caused by train derailment, protective facilities of various shapes and conditions can be installed on railroad tracks. These protective facilities are referred to as derailment containment provisions (DCPs) and th
Externí odkaz:
https://doaj.org/article/99c32bd734d646398519e5f56ac8dedf
Publikováno v:
Applied Sciences, Vol 10, Iss 8, p 2717 (2020)
This study aims to suggest a rational analysis method for a track ballast–wheel interaction that could be further developed to model the interaction in a train-derailment event, based on the discrete-element method (DEM). Track ballast is filled wi
Externí odkaz:
https://doaj.org/article/7b2c0e297cb840c0b2cb201f963e7f72
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Fatal train accidents usually involve derailments or collisions. These derailment/collision accidents are infrequent. However, the damage due to derailment can be catastrophic. Derailment containment walls are usually used in Korea to minimize such d
Externí odkaz:
https://doaj.org/article/a51f901baf27477c83bd3b78afa96e44
In order to reduce the large damage caused by train derailment, protective facilities of various shapes and conditions can be installed on railroad tracks. These protective facilities are referred to as derailment containment provisions (DCPs) and th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5acba7967f7ac5116aa70340921d3bc1
Publikováno v:
Journal of the Korean Society of Hazard Mitigation. 20:185-194
In Korea, to prepare for unexpected accidents caused by human errors and natural disasters that cannot be completely prevented, a protective wall (a type of side-structure) against derailed trains has been installed on high-speed railway bridges as o
Publikováno v:
Journal of the Korean Society for Railway. 22:527-537
Publikováno v:
Journal of The Korean Society For Urban Railway. 7:205-213
Publikováno v:
Journal of The Korean Society For Urban Railway. 7:245-253
Publikováno v:
NDT & E International. 103:84-97
Additional axial stresses in the rail are developed due to the influence of the track-bridge interaction (TBI) when the CWR (Continuous Welded Rail) track is used in the railway bridge. This is the main reason of the length limitation of railway brid