Recent Trends in Railway Foundation Design Technology9165510/01/2017 18:00:21RTRI Quarterly Report Vol. 52 No. 1 A Committee for Design Standards for Railway Structures & Commentaries [Foundation and Retaining Structures] (Chairman Prof. Osamu KUSAKABE STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:21False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Evaluation of Earthquake Ground Motion Together with Probability of Occurrence Based on Seismic Hazard Analysis9165310/01/2017 18:00:20RTRI Quarterly Report Vol. 52 No. 1 Estimation of earthquake clusters expected to occur in a certain area together with their probability occurrence are required to evaluate the STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:20False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Development of Re-adhesion Control Method Considering Axle-weight Transfer of Electric Locomotive9164810/01/2017 18:00:18RTRI Quarterly Report Vol. 52 No. 1 When a wheel slip occurs on a certain axle or when re-adhesion control is executed, the tractive effort of the wheel-slip axle changes, which STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:18False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
A Method for Evaluating the Stability of Cutting Slope Protection Work Subject to Weathered Layer Earth Pressure9165010/01/2017 18:00:19RTRI Quarterly Report Vol. 52 No. 1 In this report, further insight was obtained into earth pressure characteristics of the weathered layer behind slope protection work through STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:19False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Method for Detecting Railway Line Sections Exposed to Strong Winds Using Numerical Simulations9165110/01/2017 18:00:19RTRI Quarterly Report Vol. 52 No. 1 The safety of railway line sections against strong winds can be improved by setting up anemometers in locations where wind speeds frequently STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:19False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Estimation of Ground Resistance Characteristics of Piles used in Different Construction Methods Based on a Load Test Database9165210/01/2017 18:00:20RTRI Quarterly Report Vol. 52 No. 1 The design bearing capacity of piles can be calculated by multiplying the characteristic value with its corresponding resistance factor STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:20False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Seismic p-y Model of Pile Foundation Taking into Account Soil-Nonlinearity9165410/01/2017 18:00:20RTRI Quarterly Report Vol. 52 No. 1 It is well known that the earthquake response of a pile-supported structure is strongly affected by dynamic soil-pile interaction STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:20False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Hardware-In-the-Loop Simulation System for Duplication of Actual Running Conditions of a Multiple-car Train Consist9164710/01/2017 18:00:17RTRI Quarterly Report Vol. 52 No. 1 Bench tests for existing railcars are effective for measuring their dynamic performance However, to date it has not possible to duplicate the STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:17False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Vertical Vibration Suppression System for Railway Vehicles Based on Primary Suspension Damping Control — System Development and Vehicle Running Test Results —9164910/01/2017 18:00:18RTRI Quarterly Report Vol. 52 No. 1 Suppression of vertical bending vibration is essential to improve ride comfort on railway vehicles For this purpose, a primary suspension damping STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:18False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js

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