Rotational Friction Damper’s Performance for Controlling Seismic Response of High Speed Railway Bridge-Track System [PDF]
, 2019 CRTS-II slab ballastless track on bridge is a unique system in China high speed railway. The application of longitudinal continuous track system has obviously changed dynamic characteristics of bridge structure. The bridge system and CRTS-II track system
Chen Zeng +5 more
core +2 more sources
Benefit of damping in structural concrete for railway structures and track components [PDF]
, 2019 There are two types of modern railway tracks including ballasted and ballastless tracks. Ballasted tracks are optimally designed for suitability to railway operations with train speed less than 250 km/h, while ballastless tracks are more suitable for ...
Goto, Keiichi +2 more
core +3 more sources
Non-uniform variation characteristics of temperature field and corresponding thermal effect of longitudinal continuous slab ballastless track structure [PDF]
The longitudinal continuous slab ballastless track structure (LCSBTS) easily suffers from interface and joint damage when subjected to extremely high-temperature loads, significantly affecting the running smoothness and safety of high-speed trains.
Arcos Villamarín, Robert +5 more
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Interaction Between Superstructure and Substructure in Railways [PDF]
, 2010 The railway track superstructure undertakes the forces that develop during train movement and distributes them towards its seating. The track panel (sleepers with their fastenings or slab with the fastenings) plays a key role in terms of load ...
Giannakos, Konstantinos
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Investigation of Track Superstructure Ballastless Design
Вестник Научно-исследовательского института железнодорожного транспорта, 2015 In 2009 there were constructed and brought into pilot operation two sections of RHEDA 2000 ballastless track designed by RailOne (Germany) with the participation of JSC ‘‘Roszheldorproekt”, one of them on the Moskovskaya Railway (in the VNIIZhT’s Testing Center at the station of Scherbinka) and another - on Oktyabr’skaya Railway (on the open line ...
A. V. Savin +4 more
openaire +1 more source
Communications, 2016 Securing durability of parameter quality of track alignment design and track geometry is a goal of each railway infrastructure manager. To accomplish this goal, various methods and procedures are applied, but they are all based on regular diagnostics ...
Libor Izvolt +2 more
doaj +1 more source
Identification of internal damage in ballastless tracks based on Gaussian curvature mode shapes [PDF]
, 2016 In order to solve existing problems of ballastless tracks, such as various kinds of internal damage and detection difficulties, this paper presents a method based on Gaussian curvature mode shapes.
Hao Liu +4 more
core +2 more sources
Dynamic behaviours of precast steel-concrete composite railway track slabs [PDF]
, 2017 This paper highlights an investigation into the dynamic behaviours of a precast steel-concrete composite slab panel for railway track slabs. The steel-concrete composite slab track is an evolvement from the slab track, a form of ballastless track which ...
Kaewunruen, Sakdirat +3 more
core +3 more sources
Analysis of Indonesia’s Railway Track Structure Behavior Under Double-Stack Freight Train Loading [PDF]
, 2023 The growing number of freight transported using railway transport is massive. Indonesia targeted 995,500,000 tons of freight transported using the railway mode.
Hanafi Isnanta Prabawa
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Method for determining design life of ballastless way
Вестник Научно-исследовательского института железнодорожного транспорта, 2017 The problem of the scope of ballastless track superstructure (BTS) and its service life currently is urgent. Due to the high traffic density at the Test Loop of JSC "VNIIZhT" for a short period of time it is possible to get an idea of BTS service life ...
A. Ya. Kogan, A. V. Savin
doaj +1 more source