Fault Current Analysis Considering Frequency Response of Feeding Circuits9162510/01/2017 18:00:09RTRI Quarterly Report Vol. 52 No. 4 Correct analysis of feeding circuits requires correct line constants of overhead lines and rails Consideration of the frequency response of STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:09False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Evaluation for Flexural-load Capacity of Prestressed Concrete Girders with Broken Tendons9162110/01/2017 18:00:07RTRI Quarterly Report Vol. 52 No. 4 The use of low-grade material sheath grouting for PC girders has resulted in some PC girders initially constructed in the 1950s having STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:07False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Characteristics of the Recent Disasters Corresponding to the Changing Natural Environment and the Prospects of Future Research and Development9161710/01/2017 18:00:05RTRI Quarterly Report Vol. 52 No. 4 In Japan, the frequency of the concentrated downpour has increased lately, and further there occur large earthquakes frequently STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:05False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Installation Guidelines for Shinkansen High Speed Overhead Contact Lines9162210/01/2017 18:00:07RTRI Quarterly Report Vol. 52 No. 4 One of the most important issues in Shinkansen high-speed operation is current collection performance However, there are no concrete installation STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:07False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Method for Detecting Step-shaped Wear on Contact Strips by Measuring Catenary Vibration9162410/01/2017 18:00:08RTRI Quarterly Report Vol. 52 No. 4 Certain factors such as arcing between the contact wire and pantograph contact strip cause contact strips wear STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:08False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Outline of the '2011 off the Pacific Coast of Tohoku Earthquake' and Related Activities of RTRI9161610/01/2017 18:00:05RTRI Quarterly Report Vol. 52 No. 4 A great earthquake of magnitude M9.0, occurred around 14:46 pm on March 11, 2011, at an epicenter at an undersea depth of 24 km off the Sanriku STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:05False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Improvement of Seismic Parameter Estimation for the Earthquake Early Warning System9161810/01/2017 18:00:06RTRI Quarterly Report Vol. 52 No. 4 The earthquake early warning system was put into operation in Japan in order to stop Shinkansen trains as rapidly as possible before the strike STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:06False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Guidelines for Selection of Appropriate Seismic Countermeasures for Existing Mountain Tunnels in Poor Geological Conditions9161910/01/2017 18:00:06RTRI Quarterly Report Vol. 52 No. 4 In this study, the authors performed model tests and numerical analyses to clarify the quantitative effect of seismic countermeasures for STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:06False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js
Seismic Retrofitting Effects of Reinforcing Over-track Buildings with Knee-brace Dampers 9162010/01/2017 18:00:07RTRI Quarterly Report Vol. 52 No. 4 The study presented in this paper verifies the seismic retrofitting effects of reinforcing over-track buildings with knee-brace dampers STS_ListItem_15500https://www.sparkrail.org/Lists/Records/Records by ID 24000 28000.aspx0https://www.sparkrail.org10/01/2017 18:00:07False48;048~sitecollection/_catalogs/masterpage/Display Templates/Search/Spark_Publication_Item.js

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