Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 11, 2010, Pages 1158-1167

  Maruyama, Yoshihisa ^a   Yamazaki, Fumio ^a   Mizuno, Kiku ^b   Tsuchiya, Yoshiyuki ^c   Yogai, Hiroyuki ^c  

^a CHIBA UNIVERSITY   (Japan)

^b EAST JAPAN RAILWAY COMPANY   (Japan)

^c Nippon Expressway Research Institute Company Limited   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CHUETSU EARTHQUAKE; DAMAGE DISTRIBUTION; DAMAGE RATIO; DATA SETS; DISASTER RESPONSE; EARTHQUAKE-INDUCED DAMAGE; EXPRESSWAY EMBANKMENTS; FRAGILITY CURVES; KOBE EARTHQUAKE; PEAK GROUND VELOCITY; SPATIAL DISTRIBUTION; STATISTICAL ANALYSIS; TOKACHI; TRUNK LINES;

CANALS; EARTHQUAKE EFFECTS; EMBANKMENTS; HYDRAULIC STRUCTURES; SEISMIC WAVES; SEISMOGRAPHS; SEISMOLOGY; STRUCTURAL ANALYSIS;

TRAFFIC CONTROL;

DATA SET; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; EMBANKMENT; KOBE EARTHQUAKE 1995; ROAD; SEISMOGRAPH; SPATIAL DISTRIBUTION; TRAFFIC MANAGEMENT;

JAPAN;

EID: 77955513584     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2010.04.024     Document Type: Article

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