A parametric study of the required seating length for bridge decks during earthquake

Earthquake Engineering and Structural Dynamics

Volumn 27, Issue 1, 1998, Pages 91-103

  Hao, Hong ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Bridge deck ground displacement; Differential movements; Spatial variation

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PROBABILITY DENSITY FUNCTION; STRUCTURAL ANALYSIS; SUPPORTS; VIBRATIONS (MECHANICAL);

BRIDGE DECK GROUND DISPLACEMENT; PULL OFF AND DROP COLLAPSE; TAJIMI KANAI POWER SPECTRAL DENSITY FUNCTION;

BRIDGE DECKS;

EID: 0031646601     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199801)27:1<91::AID-EQE722>3.0.CO;2-I     Document Type: Article

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