Evaluation of Carbody Strength against Side Load2493910/01/2017 17:59:56RTRI Quarterly Report Vol. 53 No. 2 It is a regretful fact that fatal accidents sometimes still occur despite ongoing efforts to reduce accident risk and ensure the safety of STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:56False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Development of Estimating Method of Low-frequency Return-current of DC Electric Railcar2494110/01/2017 17:59:57RTRI Quarterly Report Vol. 53 No. 2 Estimating the interference current produced by railcars is necessary to ensure electromagnetic compatibility (EMC) between railway signaling STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:57False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
A Method of Determining Priorities for Investment in Disaster Prevention for Rockfalls from Slopes2494710/01/2017 18:00:00RTRI Quarterly Report Vol. 53 No. 2 Rockfalls from slopes sometimes occur over railway lines It is therefore essential to minimize rockfalls onto railway lines to maintain safe and STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:00False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Seismic Design of Retaining Wall Considering the Dynamic Response Characteristic2494310/01/2017 17:59:58RTRI Quarterly Report Vol. 53 No. 2 Under current design standards;# conventional retaining walls and bridge abutments are classified in the same category as retaining structures STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:58False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Effect of Inertial and Kinematic Interaction on Seismic Behavior of Various Types of Structures2494510/01/2017 17:59:59RTRI Quarterly Report Vol. 53 No. 2 The research in this paper studies the effect of the response of upper structure and soil deformation on the overall behavior of structure STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:59False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
New Method for Estimating Earthquake Parameters for Earthquake Early Warning2494610/01/2017 17:59:59RTRI Quarterly Report Vol. 53 No. 2 The Shinkansen Earthquake Early Warning system rapidly estimates earthquake parameters from a single station data It was found that the new STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:59False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Evaluation of the Influence of Anemometer Position around Railway Structures on Wind Observation Data2494810/01/2017 18:00:00RTRI Quarterly Report Vol. 53 No. 2 Anemometers for operation control are mostly installed close to railway structures Railway structures might therefore influence anemometer wind STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:00False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Track Angular Rotation Assessment Method Using Seismic Wavelength Originationg from Surface Waves2494210/01/2017 17:59:58RTRI Quarterly Report Vol. 53 No. 2 Since differential displacement of track surfaces caused by earthquakes strongly influences the running safety of trains;# it is important to STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:58False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Change in Surface Condition of Turned Wheel and Effectiveness of Lubrication against Flange Climb Derailment2494010/01/2017 17:59:57RTRI Quarterly Report Vol. 53 No. 2 A number of flange climb derailments have occurred in sharp curves or curves with turnouts within relatively short accumulated running distances STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 17:59:57False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js

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