Experimental and numerical analysis of seismic soil-pile-structure interaction of a two-span bridge

8th US National Conference on Earthquake Engineering 2006

Volumn 12, Issue , 2006, Pages 7206-7216

  Shin, HyungSuk ^a   Ilankathara, Mahadevan ^b   Arduino, Pedro ^a   Kutter, Bruce L ^b   Kramer, Steven L ^a  

^a UNIVERSITY OF WASHINGTON   (United States)

^b University of California Davis   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAM-COLUMNS; COLUMN HEIGHT; ELASTO-PLASTIC MODELS; EXPERIMENTAL AND NUMERICAL ANALYSIS; FIBER ELEMENTS; GROUND SURFACES; INPUT MOTIONS; INTERACTION EFFECT; NONLINEAR SPRINGS; PILE-SOIL DYNAMIC INTERACTION; SCALED BRIDGES; SINGLE PILES; SOIL COLUMN; SOIL-PILE INTERFACE; SOIL-PILE-STRUCTURE INTERACTIONS;

CIVIL ENGINEERING; DYNAMIC RESPONSE; ENGINEERING GEOLOGY; GEOLOGIC MODELS; NUMERICAL ANALYSIS; SOIL MECHANICS; SOILS; TWO DIMENSIONAL;

PILES;

EID: 84865845659     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

1. API, 1993. Recommended practice for planning, designing and constructing offshore platforms, API Recommended Practice 2A (RP 2A), 20th Edition, Washington, D.C.
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3. Coyle, H., and R. Castello, 1981. New design correlations for piles in sand, Journal of the Geotechnical Engineering Division, ASCE, 107 (No.GT7).
4. Ilankatharan, M., T. Sasaki, B. Kutter, S. Kramer, and P. Arduino, 2005 A Demonstration of the NEES system for studying soil-foundation-structure interaction, Centrifuge data report for test series MIL01.
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7. Reese, L., 1997. Analysis of laterally loaded piles in weak rock, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123 (No.11), 1010-1017.
8. Ranf, R.T., H. Shin, M.O. Eberhard, P. Arduino and S. Kramer, 2005. Experimentally Based Evaluation of Soil-Foundation-Structure Interaction for a Reinforced Concrete Bridge, Proceedings from the Eighth National Conference on Earthquake Engineering, August 2006 (submitted for review).
9. Yang, Z., A. Elgamal, and E. Parra, 2003. Computational model for cyclic mobility and associated shear deformation, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129 (No.12).
10. Wood, S.L., Anagnos, T., Arduino, A., Eberhard, M.O., Fenves, G.L., Finholt, T.A., Futrelle, J.M., Jeremic, B., Kramer, S.L., Kutter, B.L., Matamoros, A.B., McMullin, K.M., Ramirez, J.A., Rathje, E.M., Saiidi, M., Sanders, D.H., Stokoe, K.H. and Wilson, D.W., 2004 "Using NEES to Investigate Soil-Foundation-Structure Interaction, " Proceedings, 13th World Conference on Earthquake Engineering, Paper 2344, Vancouver, Canada, August 1-6.