Response of long-span bridges to spatially varying ground motion a

Journal of Structural Engineering

Volumn 122, Issue 5, 1996, Pages 476-484

  Harichandran, Ronald S ^a,c   Hawwari, Ahmad ^a   Sweidan, Basheer N ^b  

^a Michigan State University   (United States)

^b FORD MOTOR COMPANY   (United States)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

ARCH BRIDGES; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; FLEXIBLE STRUCTURES; MATHEMATICAL MODELS; STANDARDS; STRUCTURAL ANALYSIS; SUSPENSION BRIDGES;

DISPLACEMENTS; GROUND MOTION; KANAI-TAJAMI EXCITATION POWER SPECTRUM; LONG SPAN BRIDGES; RANDOM VIBRATION ANALYSIS; SPATIALLY VARYING EARTHQUAKE GROUND MOTION MODEL; TWO DIMENSIONAL FINITE ELEMENT MODELS;

DYNAMIC RESPONSE;

EID: 0030150029     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:5(476)     Document Type: Article

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