Nonlinear soil-abutment-bridge structure interaction for seismic performance-based design

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 6, 2007, Pages 707-720

  Shamsabadi, Anoosh ^a   Rollins, Kyle M ^b   Kapuskar, Mike ^c  

^a CALIFORNIA DEPARTMENT OF TRANSPORTATION   (United States)

^b Brigham Young University   (United States)

^c Earth Mechanics Inc   (United States)

Author keywords

Bridge abutments; Constitutive models; Earth pressure; Geotechnical models; Highway structures; Seismic design; Soil structure interaction

Indexed keywords

ABUTMENTS (BRIDGE); CONSTITUTIVE MODELS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; SEISMIC DESIGN; STIFFNESS; STRESS-STRAIN CURVES;

HYPERBOLIC FORCE-DISPLACEMENT EQUATION; NONLINEAR STATIC PUSHOVER ANALYSIS; STRUCTURAL BACKFILLS;

SOIL STRUCTURE INTERACTIONS;

BACKFILL; BRIDGE; DISPLACEMENT; FORCE; MODELING; PERFORMANCE ASSESSMENT; SEISMIC DESIGN; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; STIFFNESS; STRESS-STRAIN RELATIONSHIP;

BRIDGE; FAILURE ANALYSIS; FORCE; MATHEMATICAL ANALYSIS; MATHEMATICAL MODEL; PRESSURE; SOIL RESISTANCE; STIFFNESS; STRAIN; STRESS; STRESS-STRAIN PROPERTY; STRUCTURAL ANALYSIS;

EID: 34249034943     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:6(707)     Document Type: Article

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