Evaluation of Countermeasures against Differential Settlement at Track Transitions9179710/01/2017 18:01:23RTRI Quarterly Report Vol. 48 No. 3 Track transitions such as slab track to ballasted track, level crossings and bridge abutments are common locations of accelerated track geometry STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:23False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Evaluation Method of Train Operation Control under Gales Considering Temporal Fluctuations of Wind Velocity9179210/01/2017 18:01:20RTRI Quarterly Report Vol. 48 No. 3 We studied a method of quantitatively evaluating safety levels by train operational control in gale conditions For the purpose of the evaluation STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:20False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Simplified Analysis Method of Deformation to Design Quakeproof Reinforcement for Masonry Walls9179410/01/2017 18:01:21RTRI Quarterly Report Vol. 48 No. 3 In this report, we propose an analytic model for masonry walls, the validity of which was then verified by applying the model to a simplified STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:21False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Method for Running Safety Assessment of Railway Vehicles against Structural Vibration Displacement during Earthquakes9178810/01/2017 18:01:18RTRI Quarterly Report Vol. 48 No. 3 The adverse effects of earthquake-related structural vibration displacement on the running safety of railway vehicles makes it essential to STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:18False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Historical Earthquake Damage to Tunnels in Japan and Case Studies of Railway Tunnels in the 2004 Niigataken-Chuetsu Earthquake9178910/01/2017 18:01:19RTRI Quarterly Report Vol. 48 No. 3 Since mountain tunnels are generally surrounded by stable ground, their displacement during seismic activity tends to be minimized, making such STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:19False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Method of Calculating Frost Penetration Depth for Railway Subgrade Considering Thermal Characteristics of Multilayer Materials9179110/01/2017 18:01:19RTRI Quarterly Report Vol. 48 No. 3 In severely cold regions of Japan, a conventional countermeasure against frost heaving is to replace the silt and loam layers with a non-frost STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:19False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Evaluation of the Structural Integrity of Bridge Pier Foundations Using Microtremors in Flood Conditions9179310/01/2017 18:01:20RTRI Quarterly Report Vol. 48 No. 3 Bridge pier foundations occasionally become unstable due to scouring around piers in flood conditions, and operational restrictions imposed STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:20False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Estimation of Wear and Strain of Contact Wire Using Contact Force of Pantograph9179610/01/2017 18:01:22RTRI Quarterly Report Vol. 48 No. 3 The contact force of pantograph is one of the most important indexes in evaluating current-collection performance A complex number version of a STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:22False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Verification of Wavelength-Fixing Mechanism for Rail Corrugation Caused by Multiple-Wheel Interaction9179510/01/2017 18:01:21RTRI Quarterly Report Vol. 48 No. 3 In this paper the author proposes a hypothesis to explain a wavelength-fixing mechanism for rail corrugation The wheel-rail contact forces due to STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:21False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Train-Running Quality during Earthquakes and Its Improvement for Railway Long Span Bridges9179810/01/2017 18:01:23RTRI Quarterly Report Vol. 48 No. 3 Due to their higher bridge piers and massive girder loads, long span bridges over rivers tend to have a longer natural period of equivalence STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:01:23False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js

~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js
~sitecollection/_catalogs/masterpage/Display Templates/Search/Item_Default.js