Experimentally based evaluation of soil-foundation-structure interaction for a reinforced concrete bridge

8th US National Conference on Earthquake Engineering 2006

Volumn 6, Issue , 2006, Pages 3626-3635

  Ranf, R T ^a   Shin, H ^a   Eberhard, M O ^a   Arduino, P ^a   Kramer, S ^a  

^a University of Washington   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL SYSTEMS; BEAM ELEMENTS; CENTRIFUGE TESTS; DRILLED SHAFT; DRY SAND; EXPERIMENTAL DATA; FINITE ELEMENT MODELS; MODAL PROPERTIES; SHAKING TABLE TESTS; SHAKING TABLES; SMALL SCALE; SOIL CONDITIONS; SOIL ELEMENT; SOIL RESPONSE; SOIL-FOUNDATION-STRUCTURE INTERACTIONS; SYSTEM IDENTIFICATION TECHNIQUES; UNIVERSITY OF CALIFORNIA; UNIVERSITY OF NEVADA;

ALUMINUM BRIDGES; CENTRIFUGES; CIVIL ENGINEERING; CONCRETE CONSTRUCTION; EARTHQUAKES; ENGINEERING GEOLOGY; GEOLOGIC MODELS; NUMERICAL MODELS; RAILROAD BRIDGES; REINFORCED CONCRETE; SHAFT SINKING; SOIL STRUCTURE INTERACTIONS; SOILS; STRUCTURAL HEALTH MONITORING; THREE DIMENSIONAL;

SOIL TESTING;

EID: 84865839162     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. ASCE, 2003, Standard for the Seismic Evaluation of Buildings, ASCE 31-03, Structural EngineeringInstitute of the American Society of Structural Engineers, Reston, VA.
2. FEMA, 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356, Federal Emergency Management Agency, Washington, D.C.
3. ICBO, 1997. Uniform Code for Building Conservation, 1997 Edition, International Conference ofBuilding Officials, Whittier, California.
4. ICC, 2003a, International Building Code, 2003 Edition, ICC: Country Club Hills, IL.
5. ICC, 2003b, International Existing Building Code, 2003 Edition, ICC: Country Club Hills, IL.