RTRI REPORT
Feb. 2018 Vol.32 No.2
PERSPECTIVE
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Research and Development Trends of Renewal Technologies for Railway Bridges and Viaducts Developed by Railway Technical Research Institute
M.KODAP1
PAPERS
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The Detection System for Bending Cracks of Railway Prestressed Concrete Beams by Electroconductive Paint
Summary
R.NAGASAKA, T.NIHEI, M.OKAMOTOP5
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Method for Evaluating Rebar Corrosion Rate of RC Bridge in Service Based on Visual Observation
Summary
S.TODOROKI, K.WATANABE, T.TADOKORO, M.OKAMOTOP11
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Evaluation Method of Load Carrying Capacity for an Existing Steel Girder End under Inappropriate Support Conditions of a Line Bearing
Summary
T.TOSAKI, Y.YOSHIDA, Y.NAKATA, Y.KOBAYASHIP17
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Prediction of Floor Heave and Evaluation of Its Countermeasures of Existing Mountain Tunnels by Consistent Numerical Analysis Executed Starting from the Excavation Stage
Summary
K.SHIMAMOTO, K.YASHIRO, H.KOBAYASHI, H.UENOP23
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Evaluation of Load-carried Capacity of the Post-installed Anchor and Its Design Method for Installment in Small Region
Summary
T.KADONO, T.TADOKORO, H.MIKURA, Y.RYU, T.FURUYAP29
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The Construction for Monitoring System of Damage Level of Viaducts in Huge Earthquakes
Summary
T.NIHEI, T.ISHIHARA, Y.HAMAGAMI, M.OKAMOTO, K.ABE, H.NISHIOKAP35
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Design Method of Reinforcing the Existing Abutment in a Narrow Space so as to Make it Quakeproof
Summary
T.SANAGAWA, S.UENO, H.NISHIOKA, H.IKEMOTO, T.YAMADAP41
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Seismic Design for the Improvement Construction Method of the Ceiling of Existing Stations
Summary
K.SHIMIZU, H.MIKI, S.YAMADAP47
Research and Development Trends of Renewal Technologies for Railway Bridges and Viaducts Developed by Railway Technical Research Institute
M.KODAP1
-
The Detection System for Bending Cracks of Railway Prestressed Concrete Beams by Electroconductive Paint Summary
R.NAGASAKA, T.NIHEI, M.OKAMOTOP5
-
Method for Evaluating Rebar Corrosion Rate of RC Bridge in Service Based on Visual Observation Summary
S.TODOROKI, K.WATANABE, T.TADOKORO, M.OKAMOTOP11
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Evaluation Method of Load Carrying Capacity for an Existing Steel Girder End under Inappropriate Support Conditions of a Line Bearing Summary
T.TOSAKI, Y.YOSHIDA, Y.NAKATA, Y.KOBAYASHIP17
-
Prediction of Floor Heave and Evaluation of Its Countermeasures of Existing Mountain Tunnels by Consistent Numerical Analysis Executed Starting from the Excavation Stage Summary
K.SHIMAMOTO, K.YASHIRO, H.KOBAYASHI, H.UENOP23
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Evaluation of Load-carried Capacity of the Post-installed Anchor and Its Design Method for Installment in Small Region Summary
T.KADONO, T.TADOKORO, H.MIKURA, Y.RYU, T.FURUYAP29
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The Construction for Monitoring System of Damage Level of Viaducts in Huge Earthquakes Summary
T.NIHEI, T.ISHIHARA, Y.HAMAGAMI, M.OKAMOTO, K.ABE, H.NISHIOKAP35
-
Design Method of Reinforcing the Existing Abutment in a Narrow Space so as to Make it Quakeproof Summary
T.SANAGAWA, S.UENO, H.NISHIOKA, H.IKEMOTO, T.YAMADAP41
-
Seismic Design for the Improvement Construction Method of the Ceiling of Existing Stations Summary
K.SHIMIZU, H.MIKI, S.YAMADAP47