Numerical analysis method for long-term behavior of integral abutment bridges

Engineering Structures

Volumn 32, Issue 8, 2010, Pages 2247-2257

  Kim, WooSeok ^a   Laman, Jeffrey A ^b  

^a PB Americas Inc   (United States)

^b The Pennsylvania State University   (United States)

Author keywords

Bridge; Field data; Integral abutment; Nonlinear; Numerical model; Soil structure interaction; Time dependent

Indexed keywords

BRIDGE RESPONSE; CENTRAL PENNSYLVANIA; FIELD DATA; FIELD-MONITORING PROGRAMS; INTEGRAL ABUTMENT BRIDGE; LONG-TERM BEHAVIOR; NON-LINEAR NUMERICAL MODEL; NONLINEAR; NONLINEAR BEHAVIOR; NUMERICAL MODELING; NUMERICAL RESPONSE; PRESTRESSED CONCRETE GIRDER; ROTATIONAL STIFFNESS; THERMAL LOADINGS; TIME-DEPENDENT EFFECTS; TIME-DEPENDENT RESPONSE;

BRIDGES; CONCRETE BEAMS AND GIRDERS; FORECASTING; GEOLOGIC MODELS; NUMERICAL ANALYSIS; NUMERICAL METHODS; PRESTRESSED CONCRETE; SOIL SURVEYS; SOILS;

ABUTMENTS (BRIDGE);

BRIDGE; CONCRETE STRUCTURE; NUMERICAL MODEL; SOIL-STRUCTURE INTERACTION; STIFFNESS; TIME DEPENDENT BEHAVIOR;

PENNSYLVANIA; UNITED STATES;

EID: 77953609891     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.03.027     Document Type: Article

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