Methodology for preliminary seismic design of extended pile-shafts for bridge structures

Seismic design of extended pile‐shafts requires a careful consideration of the influence of the surrounding soil on the overall response of the soil–pile system. In this paper, a procedure that incorporates soil properties into the process is developed for preliminary seismic design of extended pile...

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Veröffentlicht in:	Earthquake engineering & structural dynamics 2006-11, Vol.35 (14), p.1721-1738
Hauptverfasser:	Song, S. T., Chai, Y. H., Budek, A. M.
Format:	Artikel
Sprache:	eng
Schlagworte:	bridges ductility Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology extended pile-shafts Internal geophysics reinforced concrete seismic design soil-pile interaction
Online-Zugang:	Volltext
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