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 interaction 、 Mechanical impedance 、 Superstructure 、 Engineering 、 Induced seismicity 、 Geotechnical engineering 、 Pile 、 Computation 、 Electrical impedance 、 Structural 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.