Prediction of Observed Bridge Response with Soil-Pile–Structure Interaction

作者: N. Makris , D. Badoni , E. Delis , G. Gazetas

DOI: 10.1061/(ASCE)0733-9445(1994)120:10(2992)

关键词: Bridge (nautical)Soil structure interactionMechanical impedanceSuperstructureEngineeringInduced seismicityGeotechnical engineeringPileComputationElectrical impedanceStructural engineering

摘要: A simple integrated procedure to analyze the problem of soil‐pile‐foundation‐superstructure interaction is presented. The combines available theories for computation dynamic impedances and kinematic‐seismic response factors pile foundations with a six‐degree‐of‐freedom structural model. used predict Painter Street Bridge located at Rio Dell, California, which was excited by 1992 Petrolia earthquake. predicted proposed in very good agreement recorded data, significance considering frequency dependent pile‐foundation predicting superstructure demonstrated.

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